Design Of Base Plate
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Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
Y
dg
d''
MX MZ
d''
X
bf d'
tg
Z
d1' L
tf
tw h
Figure- 2 for Pinned Supports
tr
B
Figure- 1 for Fixed Supports
Input data py
=
345
N /mm2
fcu
=
25
N /mm2
=
Pinned
B
=
280
mm
h=
L
=
300
mm
bf = tf =
255 mm 14.2 mm
tw =
8.6
1.1
Design Strength for structural steel
1.2
Grade of concrete for pedestal
1.3
Base plate type (fixed or pinned)
1.4
Width of base plate
1.5
Length of base plate
1.6
Column section
1.7
Thickness of Gusset plate
1.8 1.9 1.10
Type of anchor bolt
1.11
Dia. of anchor bolts
1.12
Edge Distance along Length for fixed base
1.13
C/C Distance between bolts
d''
1.14
No. of gusset plates (parallel to flange)
1.15
No. of rib plates (perpendicular to flange)for fixed base
1.16
Shear Key provided ( Type 'Y' for yes & 'N' for no)
1.17
Design strength for weld
1.18
c/c distance betn bolts for pinned ends (refer figure2)
1.19 1.20 1.21
Design strength
1.22
Allowable bearing pressure in conc. pedestal fcc = (0.6 x fcu) (From B.S.5950-1:2000 clause 4.13.1)
=
UC 203x203x60
tg
=
25
mm
Thickness of Rib plate for fixed base
tr
=
12
mm
No. of anchor bolts provided
N
=
2
Nos.
=
type-1
f
=
24
mm
tf =
d'
=
50
mm
tw =
=
200
mm
A=
=
0
Nos.
=
0
Nos.
=
N
pw
=
250
d1'
=
0
mm
Shear capacity of a bolt (ultimate)
=
46.0
KN
Tension capacity of a bolt (ultimate)
=
86.3
KN
py
=
345.0
N /mm2
fcc
=
15.0
N/mm2
File - 245290156.xls.ms_office
A=
500
mm
mm
76.4 cm2
Rolled Section h = 209.6 mm bf = 205.8 mm 14.2 mm 9.4
mm
76.4 cm2
N/mm2
Page 1 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
INPUT Use Paste special - values only Paste staad support reactions from Staad output (Factored) A Horizontal Vertical Horizontal Moment F G Fx kN -2.18
102
4.29
11
-2.2
0
0
0
103
1.08
12
-5.8
0
0
0
104
1.03
6
1.7
0
0
0
105
-13.15
5
-2.3
0
0
0
21
23
24
Fy kN 7
Fz kN -1.9
Mx kN-m My kN-m Mz kN-m 0 0 0
Node L/C 18 101
106
-7.57
9
-2.4
0
0
0
107 108
-10.33 -10.38
10 4
-5.6 0.9
0 0
0 0
0 0
109
11.43
22
-6.2
0
0
0
110
16.97
26
-6.4
0
0
0
111
14.48
28
-9.9
0
0
0
112
14.45
22
-3.4
0
0
0
113
-9.73
11
-3.4
0
0
0
114
15.20
29
-7.9
0
0
0
101
-2.70
5
1.2
0
0
0
102
4.02
11
0.8
0
0
0
103
0.61
4
-2.5
0
0
0
104
0.71
12
4.6
0
0
0
105
-8.13
7
-19.0
0
0
0
106
-2.34
13
-19.4
0
0
0
107
-5.28
7
-22.2
0
0
0
108
-5.18
13
-16.1
0
0
0
109
6.18
27
23.1
0
0
0
110
11.91
33
22.8
0
0
0
111
9.31
29
20.3
0
0
0
112
9.38
35
26.3
0
0
0
113
-4.61
15
-18.4
0
0
0
114
10.07
38
24.2
0
0
0
101
-3.45
13
0.9
0
0
0
102
1.66
6
0.9
0
0
0
103
-0.94
5
-3.2
0
0
0
104
-0.85
14
5.0
0
0
0
105
6.86
-6
-31.8
0
0
0
106
11.26
-12
-31.9
0
0
0
107
9.00
-13
-35.4
0
0
0
108
9.11
-5
-28.3
0
0
0
109
-15.97
59
33.5
0
0
0
110
-11.62
53
33.4
0
0
0
111
-14.18
55
30.3
0
0
0
112
-14.12
63
37.2
0
0
0
113
8.31
-2
-31.2
0
0
0
114
-15.03
66
34.5
0
0
0
101
-2.52
4
-0.6
0
0
0
102
3.96
11
-1.1
0
0
0
103
0.82
11
-4.4
0
0
0
File - 245290156.xls.ms_office
Page 2 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
26
27
28
104
0.63
4
2.7
0
0
0
105
-6.21
35
-0.8
0
0
0
106
-0.66
42
-1.2
0
0
0
107
-3.34
42
-4.1
0
0
0
108
-3.52
35
2.0
0
0
0
109
4.94
0
-3.8
0
0
0
110
10.50
6
-4.2
0
0
0
111
8.09
8
-7.3
0
0
0
112
7.95
2
-1.3
0
0
0
113
-2.79
44
-1.7
0
0
0
114
8.77
11
-5.1
0
0
0
101
-3.29
13
-0.7
0
0
0
102
1.58
6
-0.7
0
0
0
103
-0.77
14
-4.8
0
0
0
104
-0.95
5
3.4
0
0
0
105
8.88
54
-12.9
0
0
0
106
12.99
49
-12.9
0
0
0
107
11.02
55
-16.4
0
0
0
108
10.84
48
-9.4
0
0
0
109
-16.98
5
7.6
0
0
0
110
-12.76
-1
7.6
0
0
0
111
-15.15
9
3.8
0
0
0
112
-15.27
1
10.9
0
0
0
113
10.21
58
-13.5
0
0
0
114
-16.06
12
6.7
0
0
0
101
-2.96
-5
0.0
0
0
0
102
2.97
11
0.0
0
0
0
103
-0.09
3
-0.9
0
0
0
104
0.10
3
0.9
0
0
0
105
-8.23
-2
0.0
0
0
0
106
-3.07
12
0.0
0
0
0
107
-5.73
5
-0.7
0
0
0
108
-5.57
5
0.8
0
0
0
109
2.68
0
0.0
0
0
0
110
7.71
14
0.0
0
0
0
111
5.14
8
-0.8
0
0
0
112
5.29
8
0.7
0
0
0
113
-5.63
7
0.0
0
0
0
114
5.24
10
0.0
0
0
0
101
-3.00
11
0.0
0
0
0
102
2.93
-5
0.0
0
0
0
103
-0.13
4
-0.9
0
0
0
104
0.06
3
0.9
0
0
0
105
2.61
14
0.0
0
0
0
106
7.63
0
0.0
0
0
0
107
5.04
8
-0.7
0
0
0
108
5.20
7
0.8
0
0
0
109
-7.29
12
0.0
0
0
0
110
-2.14
-2
0.0
0
0
0
File - 245290156.xls.ms_office
Page 3 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
51
52
66
67
111
-4.80
6
-0.8
0
0
0
112
-4.64
5
0.7
0
0
0
113
5.10
9
0.0
0
0
0
114
-4.73
7
0.0
0
0
0
101
-2.30
7
2.4
0
0
0
102
4.35
11
2.1
0
0
0
103
0.97
6
-1.5
0
0
0
104
1.09
12
6.0
0
0
0
105
-13.18
9
7.0
0
0
0
106
-7.44
12
6.8
0
0
0
107
-10.37
8
3.7
0
0
0
108
-10.25
13
10.2
0
0
0
109
10.76
19
3.1
0
0
0
110
16.45
22
2.9
0
0
0
111
13.77
19
0.2
0
0
0
112
13.87
24
6.7
0
0
0
113
-9.77
14
8.1
0
0
0
114
14.45
25
4.7
0
0
0
101
-3.14
14
2.2
0
0
0
102
1.76
10
2.5
0
0
0
103
-0.74
8
-1.3
0
0
0
104
-0.65
15
6.0
0
0
0
105
-6.03
39
7.7
0
0
0
106
-1.87
35
8.0
0
0
0
107
-4.00
34
4.7
0
0
0
108
-3.90
40
10.9
0
0
0
109
-1.46
24
8.8
0
0
0
110
2.74
20
9.1
0
0
0
111
0.45
22
6.9
0
0
0
112
0.52
28
13.2
0
0
0
113
-4.32
44
10.1
0
0
0
114
0.04
34
12.7
0
0
0
101
-2.59
4
0.6
0
0
0
102
3.98
11
1.2
0
0
0
103
0.62
4
-2.7
0
0
0
104
0.78
11
4.4
0
0
0
105
-8.42
33
1.2
0
0
0
106
-2.80
40
1.7
0
0
0
107
-5.69
33
-1.6
0
0
0
108
-5.53
39
4.4
0
0
0
109
6.19
-1
3.1
0
0
0
110
11.82
6
3.6
0
0
0
111
9.18
1
0.6
0
0
0
112
9.31
7
6.6
0
0
0
113
-5.07
41
2.1
0
0
0
114
9.86
9
4.4
0
0
0
101
-3.25
13
1.0
0
0
0
102
1.70
6
0.8
0
0
0
103
-0.86
5
-3.2
0
0
0
File - 245290156.xls.ms_office
Page 4 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
68
69
81
104
-0.70
13
5.0
0
0
0
105
7.56
48
11.2
0
0
0
106
11.74
42
11.0
0
0
0
107
9.57
41
7.6
0
0
0
108
9.73
49
14.6
0
0
0
109
-14.87
1
-5.6
0
0
0
110
-10.58
-5
-5.8
0
0
0
111
-13.04
-3
-8.9
0
0
0
112
-12.93
4
-1.9
0
0
0
113
9.08
50
11.7
0
0
0
114
-13.65
6
-4.7
0
0
0
101
-2.91
4
-1.2
0
0
0
102
4.05
10
-0.7
0
0
0
103
0.65
11
-4.4
0
0
0
104
0.50
3
2.6
0
0
0
105
-6.52
3
19.7
0
0
0
106
-0.52
9
20.2
0
0
0
107
-3.45
9
16.9
0
0
0
108
-3.59
3
23.0
0
0
0
109
3.05
20
-23.0
0
0
0
110
8.99
25
-22.5
0
0
0
111
6.25
27
-26.1
0
0
0
112
6.13
21
-20.0
0
0
0
113
-3.14
10
19.3
0
0
0
114
6.64
28
-23.8
0
0
0
101
-3.44
12
-0.6
0
0
0
102
1.91
5
-0.7
0
0
0
103
-0.70
12
-4.8
0
0
0
104
-0.84
4
3.4
0
0
0
105
10.03
-12
30.7
0
0
0
106
14.65
-18
30.6
0
0
0
107
12.42
-12
27.1
0
0
0
108
12.26
-19
34.1
0
0
0
109
-17.36
52
-31.0
0
0
0
110
-12.81
46
-31.1
0
0
0
111
-15.24
54
-34.8
0
0
0
112
-15.34
47
-27.8
0
0
0
113
11.85
-11
30.1
0
0
0
114
-15.86
55
-31.8
0
0
0
101
-2.96
-5
0.0
0
0
0
102
3.00
11
0.0
0
0
0
103
0.12
3
-0.9
0
0
0
104
-0.07
2
0.9
0
0
0
105
-6.53
2
0.0
0
0
0
106
-1.37
16
0.0
0
0
0
107
-3.86
9
-0.8
0
0
0
108
-4.02
8
0.7
0
0
0
109
1.16
-8
0.0
0
0
0
110
6.23
5
0.0
0
0
0
File - 245290156.xls.ms_office
Page 5 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
82
83
111
3.78
-1
-0.8
0
0
0
112
3.62
-2
0.7
0
0
0
113
-3.93
9
0.0
0
0
0
114
3.72
-1
0.0
0
0
0
101
-2.98
11
0.0
0
0
0
102
2.98
-5
0.0
0
0
0
103
0.09
2
-0.9
0
0
0
104
-0.10
3
0.9
0
0
0
105
4.32
5
0.0
0
0
0
106
9.38
-9
0.0
0
0
0
107
6.92
-3
-0.7
0
0
0
108
6.76
-2
0.8
0
0
0
109
-8.78
15
0.0
0
0
0
110
-3.63
1
0.0
0
0
0
111
-6.12
8
-0.7
0
0
0
112
-6.28
8
0.8
0
0
0
113
6.84
-2
0.0
0
0
0
114
-6.19
8
0.0
0
0
0
101
-2.34
13
-3.2
0
0
0
102
0.87
9
-2.9
0
0
0
103
-0.73
14
-6.6
0
0
0
104
-0.75
7
0.4
0
0
0
105
-3.30
37
-10.7
0
0
0
106
-0.59
33
-10.4
0
0
0
107
-1.93
38
-13.5
0
0
0
108
-1.96
32
-7.6
0
0
0
109
-3.10
24
-9.6
0
0
0
110
-0.35
21
-9.3
0
0
0
111
-1.92
29
-13.7
0
0
0
112
-1.93
23
-7.7
0
0
0
113
-2.40
42
-13.2
0
0
0
114
-2.47
34
-13.8
0
0
0
129 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6W -19.75 306 -2.6 64.788 T) 0 130 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6W 9.39 287 -2.5 -38.58 T)0 131 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6W -5.42 297 -3.9 14.03 L)0 132 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6W -4.94 295 -1.3 12.178 L)0 133 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+ET) -75.58 352 -3.3 260.696
0
134 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-ET) -4.41 300 -3.1 -6.864
0
135 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+EL) -40.03 336 -3.5 127.068
0
136 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-EL) -39.96 316 -2.9 126.764
0
137 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6W -27.57 155 -0.4 107.279 T+1.2TP) 0 138 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6W -10.53 160 -0.4 17.841 T-1.2TP) 0
File - 245290156.xls.ms_office
Page 6 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 7 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 8 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 9 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 10 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 11 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 12 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 13 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
Node L/C
Fx kN
Fy kN
File - 245290156.xls.ms_office
Fz kN
Mx kN-m My kN-m Mz kN-m
Page 14 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
JI-176 Sample Calculation
REVISION NO.
Summary of Base Plate Design for Width of base plate B= 280 Length of base plate L= 300 Base plate thickness tp = 156
24
mm
Bolts fail
mm
No. of gusset plates required (parallel to flange)
=
0
Nos.
type-1 2
mm Nos.
Weld bet gusset & col Weld bet base plate & col
= =
0.0 17.0
mm mm
No. of rib plates required (perpendicular to flange) Thik of gusset plate tg Thickness of Rib plate tr Depth of Gusset plate dg Depth of rib plate dr
= = = = =
0 25 12 0 300
Nos. mm mm mm mm
N/mm2
23
=
Dia. of anchor bolts
mm
= =
No. case Pressure
21
support :-
mm
Type of anchor bolt No. of anchor bolts
Node Load Bearing
18
Pinned
0
Check
Thk
for
of base
Bearing
Plate
press.
Depth of Co-existant Tension Intreaction Shear Gusset Resultant capacity capacity Ratio plate req.
shear
per bolt
per bolt
required
dg
KN
KN
KN
mm
mm
(Shear+T)
Actual
Actual
Combined
Tension
Shear
Check
Per bolt
per bolt
KN
KN
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
101
0.1
fc ok
0.4
N/A
2.9
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.8
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.6
N/A
5.9
86.3
46.0
0.06
0.0
3.0
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.4
N/A
2.0
86.3
46.0
0.02
0.0
1.0
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.4
N/A
13.3
86.3
46.0
0.15
0.0
6.7
OK
N/A
Bolts OK
No
106
0.1
fc ok
0.5
N/A
8.0
86.3
46.0
0.09
0.0
4.0
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
11.7
86.3
46.0
0.13
0.0
5.9
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.4
N/A
10.4
86.3
46.0
0.11
0.0
5.2
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.8
N/A
13.0
86.3
46.0
0.14
0.0
6.5
OK
N/A
Bolts OK
No
110
0.3
fc ok
0.9
N/A
18.1
86.3
46.0
0.20
0.0
9.1
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
17.6
86.3
46.0
0.19
0.0
8.8
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.8
N/A
14.8
86.3
46.0
0.16
0.0
7.4
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.6
N/A
10.3
86.3
46.0
0.11
0.0
5.2
OK
N/A
Bolts OK
No
114
0.3
fc ok
0.9
N/A
17.1
86.3
46.0
0.19
0.0
8.6
OK
N/A
Bolts OK
No
101
0.1
fc ok
0.4
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.6
N/A
4.6
86.3
46.0
0.05
0.0
2.3
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.5
N/A
20.7
86.3
46.0
0.22
0.0
10.3
OK
N/A
Bolts OK
No
106
0.2
fc ok
0.6
N/A
19.5
86.3
46.0
0.21
0.0
9.7
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.4
N/A
22.8
86.3
46.0
0.25
0.0
11.4
OK
N/A
Bolts OK
No
108
0.2
fc ok
0.6
N/A
17.0
86.3
46.0
0.18
0.0
8.5
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.9
N/A
23.9
86.3
46.0
0.26
0.0
12.0
OK
N/A
Bolts OK
No
110
0.4
fc ok
1.0
N/A
25.7
86.3
46.0
0.28
0.0
12.8
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
22.3
86.3
46.0
0.24
0.0
11.1
OK
N/A
Bolts OK
No
112
0.4
fc ok
1.0
N/A
27.9
86.3
46.0
0.30
0.0
14.0
OK
N/A
Bolts OK
No
113
0.2
fc ok
0.7
N/A
19.0
86.3
46.0
0.21
0.0
9.5
OK
N/A
Bolts OK
No
114
0.5
fc ok
1.0
N/A
26.2
86.3
46.0
0.28
0.0
13.1
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.6
86.3
46.0
0.04
0.0
1.8
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
1.9
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.4
N/A
3.3
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
104
0.2
fc ok
0.6
N/A
5.1
86.3
46.0
0.06
0.0
2.5
OK
N/A
Bolts OK
No
105
N/A
N/A
3.0
N/A
32.6
86.3
46.0
0.37
1.5
16.3
OK
Bolts OK
Bolts OK
No
106
N/A
N/A
4.3
N/A
33.8
86.3
46.0
0.40
3.0
16.9
OK
Bolts OK
Bolts OK
No
107
N/A
N/A
4.4
N/A
36.5
86.3
46.0
0.43
3.2
18.3
OK
Bolts OK
Bolts OK
No
108
N/A
N/A
2.9
N/A
29.8
86.3
46.0
0.34
1.3
14.9
OK
Bolts OK
Bolts OK
No
109
0.7
fc ok
1.3
N/A
37.1
86.3
46.0
0.40
0.0
18.5
OK
N/A
Bolts OK
No
110
0.6
fc ok
1.2
N/A
35.4
86.3
46.0
0.38
0.0
17.7
OK
N/A
Bolts OK
No
111
0.7
fc ok
1.2
N/A
33.4
86.3
46.0
0.36
0.0
16.7
OK
N/A
Bolts OK
No
112
0.7
fc ok
1.3
N/A
39.8
86.3
46.0
0.43
0.0
19.9
OK
N/A
Bolts OK
No
113
N/A
N/A
1.9
N/A
32.3
86.3
46.0
0.36
0.6
16.1
OK
Bolts OK
Bolts OK
No
File - 245290156.xls.ms_office
Page 15 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
24
26
27
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
114
0.8
fc ok
1.4
N/A
37.6
86.3
46.0
0.41
0.0
18.8
OK
N/A
Bolts OK
No
101
0.0
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.6
N/A
4.4
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
2.8
86.3
46.0
0.03
0.0
1.4
OK
N/A
Bolts OK
No
105
0.4
fc ok
1.0
N/A
6.3
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
106
0.5
fc ok
1.1
N/A
1.4
86.3
46.0
0.02
0.0
0.7
OK
N/A
Bolts OK
No
107
0.5
fc ok
1.1
N/A
5.3
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
108
0.4
fc ok
1.0
N/A
4.0
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
109
0.0
fc ok
0.0
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
110
0.1
fc ok
0.4
N/A
11.3
86.3
46.0
0.12
0.0
5.7
OK
N/A
Bolts OK
No
111
0.1
fc ok
0.5
N/A
10.9
86.3
46.0
0.12
0.0
5.5
OK
N/A
Bolts OK
No
112
0.0
fc ok
0.2
N/A
8.1
86.3
46.0
0.09
0.0
4.0
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
3.3
86.3
46.0
0.04
0.0
1.6
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.6
N/A
10.2
86.3
46.0
0.11
0.0
5.1
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.4
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
1.7
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
103
0.2
fc ok
0.6
N/A
4.9
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.4
N/A
3.5
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
105
0.6
fc ok
1.2
N/A
15.7
86.3
46.0
0.17
0.0
7.8
OK
N/A
Bolts OK
No
106
0.6
fc ok
1.2
N/A
18.3
86.3
46.0
0.20
0.0
9.1
OK
N/A
Bolts OK
No
107
0.7
fc ok
1.2
N/A
19.7
86.3
46.0
0.21
0.0
9.9
OK
N/A
Bolts OK
No
108
0.6
fc ok
1.2
N/A
14.3
86.3
46.0
0.16
0.0
7.2
OK
N/A
Bolts OK
No
109
0.1
fc ok
0.4
N/A
18.6
86.3
46.0
0.20
0.0
9.3
OK
N/A
Bolts OK
No
110
N/A
N/A
1.1
N/A
14.9
86.3
46.0
0.16
0.2
7.4
OK
Bolts OK
Bolts OK
No
111
0.1
fc ok
0.5
N/A
15.6
86.3
46.0
0.17
0.0
7.8
OK
N/A
Bolts OK
No
112
0.0
fc ok
0.2
N/A
18.7
86.3
46.0
0.20
0.0
9.4
OK
N/A
Bolts OK
No
113
0.7
fc ok
1.3
N/A
16.9
86.3
46.0
0.18
0.0
8.4
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.6
N/A
17.4
86.3
46.0
0.19
0.0
8.7
OK
N/A
Bolts OK
No
101
N/A
N/A
2.8
N/A
3.0
86.3
46.0
0.05
1.2
1.5
OK
Bolts OK
Bolts OK
No
102
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
N/A
N/A
1.6
N/A
8.2
86.3
46.0
0.09
0.4
4.1
OK
Bolts OK
Bolts OK
No
106
0.1
fc ok
0.6
N/A
3.1
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.4
N/A
5.8
86.3
46.0
0.06
0.0
2.9
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.4
N/A
5.6
86.3
46.0
0.06
0.0
2.8
OK
N/A
Bolts OK
No
109
0.0
fc ok
0.1
N/A
2.7
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
110
0.2
fc ok
0.6
N/A
7.7
86.3
46.0
0.08
0.0
3.9
OK
N/A
Bolts OK
No
111
0.1
fc ok
0.5
N/A
5.2
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.5
N/A
5.3
86.3
46.0
0.06
0.0
2.7
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.4
N/A
5.6
86.3
46.0
0.06
0.0
2.8
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.5
N/A
5.2
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 16 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
28
51
52
66
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
101
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
N/A
N/A
2.7
N/A
2.9
86.3
46.0
0.05
1.2
1.5
OK
Bolts OK
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.2
fc ok
0.6
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
106
0.0
fc ok
0.1
N/A
7.6
86.3
46.0
0.08
0.0
3.8
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
5.1
86.3
46.0
0.06
0.0
2.5
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.4
N/A
5.3
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
109
0.1
fc ok
0.6
N/A
7.3
86.3
46.0
0.08
0.0
3.6
OK
N/A
Bolts OK
No
110
N/A
N/A
1.6
N/A
2.1
86.3
46.0
0.03
0.4
1.1
OK
Bolts OK
Bolts OK
No
111
0.1
fc ok
0.4
N/A
4.9
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.4
N/A
4.7
86.3
46.0
0.05
0.0
2.3
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.5
N/A
5.1
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.5
N/A
4.7
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
101
0.1
fc ok
0.4
N/A
3.3
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.9
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.4
N/A
1.8
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.6
N/A
6.1
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.5
N/A
14.9
86.3
46.0
0.16
0.0
7.5
OK
N/A
Bolts OK
No
106
0.1
fc ok
0.6
N/A
10.1
86.3
46.0
0.11
0.0
5.1
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
11.0
86.3
46.0
0.12
0.0
5.5
OK
N/A
Bolts OK
No
108
0.2
fc ok
0.6
N/A
14.4
86.3
46.0
0.16
0.0
7.2
OK
N/A
Bolts OK
No
109
0.2
fc ok
0.7
N/A
11.2
86.3
46.0
0.12
0.0
5.6
OK
N/A
Bolts OK
No
110
0.3
fc ok
0.8
N/A
16.7
86.3
46.0
0.18
0.0
8.4
OK
N/A
Bolts OK
No
111
0.2
fc ok
0.7
N/A
13.8
86.3
46.0
0.15
0.0
6.9
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.8
N/A
15.4
86.3
46.0
0.17
0.0
7.7
OK
N/A
Bolts OK
No
113
0.2
fc ok
0.6
N/A
12.7
86.3
46.0
0.14
0.0
6.3
OK
N/A
Bolts OK
No
114
0.3
fc ok
0.8
N/A
15.2
86.3
46.0
0.17
0.0
7.6
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.8
86.3
46.0
0.04
0.0
1.9
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.5
N/A
3.1
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.5
N/A
1.5
86.3
46.0
0.02
0.0
0.8
OK
N/A
Bolts OK
No
104
0.2
fc ok
0.7
N/A
6.0
86.3
46.0
0.07
0.0
3.0
OK
N/A
Bolts OK
No
105
0.5
fc ok
1.0
N/A
9.8
86.3
46.0
0.11
0.0
4.9
OK
N/A
Bolts OK
No
106
0.4
fc ok
1.0
N/A
8.2
86.3
46.0
0.09
0.0
4.1
OK
N/A
Bolts OK
No
107
0.4
fc ok
1.0
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
108
0.5
fc ok
1.1
N/A
11.6
86.3
46.0
0.13
0.0
5.8
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.8
N/A
8.9
86.3
46.0
0.10
0.0
4.5
OK
N/A
Bolts OK
No
110
0.2
fc ok
0.8
N/A
9.5
86.3
46.0
0.10
0.0
4.7
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.8
N/A
6.9
86.3
46.0
0.08
0.0
3.5
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.9
N/A
13.2
86.3
46.0
0.14
0.0
6.6
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
11.0
86.3
46.0
0.12
0.0
5.5
OK
N/A
Bolts OK
No
114
0.4
fc ok
1.0
N/A
12.7
86.3
46.0
0.14
0.0
6.4
OK
N/A
Bolts OK
No
101
0.0
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 17 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
67
68
69
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
102
0.1
fc ok
0.6
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.0
fc ok
0.3
N/A
2.7
86.3
46.0
0.03
0.0
1.4
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.6
N/A
4.4
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
105
0.4
fc ok
1.0
N/A
8.5
86.3
46.0
0.09
0.0
4.3
OK
N/A
Bolts OK
No
106
0.5
fc ok
1.1
N/A
3.3
86.3
46.0
0.04
0.0
1.6
OK
N/A
Bolts OK
No
107
0.4
fc ok
1.0
N/A
5.9
86.3
46.0
0.06
0.0
2.9
OK
N/A
Bolts OK
No
108
0.5
fc ok
1.1
N/A
7.1
86.3
46.0
0.08
0.0
3.5
OK
N/A
Bolts OK
No
109
N/A
N/A
1.2
N/A
6.9
86.3
46.0
0.08
0.2
3.5
OK
Bolts OK
Bolts OK
No
110
0.1
fc ok
0.4
N/A
12.4
86.3
46.0
0.13
0.0
6.2
OK
N/A
Bolts OK
No
111
0.0
fc ok
0.2
N/A
9.2
86.3
46.0
0.10
0.0
4.6
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.5
N/A
11.4
86.3
46.0
0.12
0.0
5.7
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
5.5
86.3
46.0
0.06
0.0
2.7
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.5
N/A
10.8
86.3
46.0
0.12
0.0
5.4
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.4
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
1.9
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.4
N/A
3.3
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
104
0.2
fc ok
0.6
N/A
5.0
86.3
46.0
0.05
0.0
2.5
OK
N/A
Bolts OK
No
105
0.6
fc ok
1.2
N/A
13.5
86.3
46.0
0.15
0.0
6.7
OK
N/A
Bolts OK
No
106
0.5
fc ok
1.1
N/A
16.1
86.3
46.0
0.17
0.0
8.0
OK
N/A
Bolts OK
No
107
0.5
fc ok
1.1
N/A
12.2
86.3
46.0
0.13
0.0
6.1
OK
N/A
Bolts OK
No
108
0.6
fc ok
1.2
N/A
17.5
86.3
46.0
0.19
0.0
8.8
OK
N/A
Bolts OK
No
109
0.0
fc ok
0.2
N/A
15.9
86.3
46.0
0.17
0.0
7.9
OK
N/A
Bolts OK
No
110
N/A
N/A
2.7
N/A
12.1
86.3
46.0
0.14
1.2
6.0
OK
Bolts OK
Bolts OK
No
111
N/A
N/A
2.3
N/A
15.8
86.3
46.0
0.18
0.8
7.9
OK
Bolts OK
Bolts OK
No
112
0.0
fc ok
0.3
N/A
13.1
86.3
46.0
0.14
0.0
6.5
OK
N/A
Bolts OK
No
113
0.6
fc ok
1.2
N/A
14.8
86.3
46.0
0.16
0.0
7.4
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.4
N/A
14.4
86.3
46.0
0.16
0.0
7.2
OK
N/A
Bolts OK
No
101
0.0
fc ok
0.3
N/A
3.1
86.3
46.0
0.03
0.0
1.6
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.5
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.6
N/A
4.5
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
105
0.0
fc ok
0.3
N/A
20.8
86.3
46.0
0.23
0.0
10.4
OK
N/A
Bolts OK
No
106
0.1
fc ok
0.5
N/A
20.2
86.3
46.0
0.22
0.0
10.1
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
17.3
86.3
46.0
0.19
0.0
8.6
OK
N/A
Bolts OK
No
108
0.0
fc ok
0.3
N/A
23.2
86.3
46.0
0.25
0.0
11.6
OK
N/A
Bolts OK
No
109
0.2
fc ok
0.7
N/A
23.2
86.3
46.0
0.25
0.0
11.6
OK
N/A
Bolts OK
No
110
0.3
fc ok
0.8
N/A
24.3
86.3
46.0
0.26
0.0
12.1
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
26.8
86.3
46.0
0.29
0.0
13.4
OK
N/A
Bolts OK
No
112
0.2
fc ok
0.8
N/A
20.9
86.3
46.0
0.23
0.0
10.5
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.5
N/A
19.5
86.3
46.0
0.21
0.0
9.8
OK
N/A
Bolts OK
No
114
0.3
fc ok
0.9
N/A
24.7
86.3
46.0
0.27
0.0
12.3
OK
N/A
Bolts OK
No
101
0.1
fc ok
0.6
N/A
3.5
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
2.0
86.3
46.0
0.02
0.0
1.0
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 18 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
81
82
83
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
103
0.1
fc ok
0.6
N/A
4.8
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
3.5
86.3
46.0
0.04
0.0
1.8
OK
N/A
Bolts OK
No
105
N/A
N/A
4.3
N/A
32.3
86.3
46.0
0.39
3.1
16.1
OK
Bolts OK
Bolts OK
No
106
N/A
N/A
5.3
N/A
33.9
86.3
46.0
0.42
4.6
16.9
OK
Bolts OK
Bolts OK
No
107
N/A
N/A
4.2
N/A
29.8
86.3
46.0
0.36
2.9
14.9
OK
Bolts OK
Bolts OK
No
108
N/A
N/A
5.4
N/A
36.3
86.3
46.0
0.45
4.8
18.1
OK
Bolts OK
Bolts OK
No
109
0.6
fc ok
1.2
N/A
35.5
86.3
46.0
0.39
0.0
17.8
OK
N/A
Bolts OK
No
110
0.5
fc ok
1.1
N/A
33.7
86.3
46.0
0.37
0.0
16.8
OK
N/A
Bolts OK
No
111
0.6
fc ok
1.2
N/A
38.0
86.3
46.0
0.41
0.0
19.0
OK
N/A
Bolts OK
No
112
0.6
fc ok
1.1
N/A
31.7
86.3
46.0
0.35
0.0
15.9
OK
N/A
Bolts OK
No
113
N/A
N/A
4.1
N/A
32.4
86.3
46.0
0.38
2.7
16.2
OK
Bolts OK
Bolts OK
No
114
0.7
fc ok
1.2
N/A
35.5
86.3
46.0
0.39
0.0
17.8
OK
N/A
Bolts OK
No
101
N/A
N/A
2.9
N/A
3.0
86.3
46.0
0.05
1.3
1.5
OK
Bolts OK
Bolts OK
No
102
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.0
fc ok
0.2
N/A
6.5
86.3
46.0
0.07
0.0
3.3
OK
N/A
Bolts OK
No
106
0.2
fc ok
0.7
N/A
1.4
86.3
46.0
0.01
0.0
0.7
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
3.9
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.5
N/A
4.1
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
109
N/A
N/A
3.6
N/A
1.2
86.3
46.0
0.04
2.1
0.6
OK
Bolts OK
Bolts OK
No
110
0.1
fc ok
0.4
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
111
N/A
N/A
1.4
N/A
3.9
86.3
46.0
0.05
0.3
1.9
OK
Bolts OK
Bolts OK
No
112
N/A
N/A
1.7
N/A
3.7
86.3
46.0
0.05
0.5
1.8
OK
Bolts OK
Bolts OK
No
113
0.1
fc ok
0.5
N/A
3.9
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
114
N/A
N/A
1.2
N/A
3.7
86.3
46.0
0.04
0.2
1.9
OK
Bolts OK
Bolts OK
No
101
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
N/A
N/A
2.9
N/A
3.0
86.3
46.0
0.05
1.4
1.5
OK
Bolts OK
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.4
N/A
4.3
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
106
N/A
N/A
3.8
N/A
9.4
86.3
46.0
0.13
2.3
4.7
OK
Bolts OK
Bolts OK
No
107
N/A
N/A
2.0
N/A
7.0
86.3
46.0
0.08
0.7
3.5
OK
Bolts OK
Bolts OK
No
108
N/A
N/A
1.7
N/A
6.8
86.3
46.0
0.08
0.5
3.4
OK
Bolts OK
Bolts OK
No
109
0.2
fc ok
0.6
N/A
8.8
86.3
46.0
0.10
0.0
4.4
OK
N/A
Bolts OK
No
110
0.0
fc ok
0.2
N/A
3.6
86.3
46.0
0.04
0.0
1.8
OK
N/A
Bolts OK
No
111
0.1
fc ok
0.5
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.5
N/A
6.3
86.3
46.0
0.07
0.0
3.2
OK
N/A
Bolts OK
No
113
N/A
N/A
1.6
N/A
6.8
86.3
46.0
0.08
0.4
3.4
OK
Bolts OK
Bolts OK
No
114
0.1
fc ok
0.5
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
4.0
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.5
N/A
3.1
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.2
fc ok
0.6
N/A
6.6
86.3
46.0
0.07
0.0
3.3
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 19 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
104
0.1
fc ok
0.5
N/A
0.8
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.4
fc ok
1.0
N/A
11.2
86.3
46.0
0.12
0.0
5.6
OK
N/A
Bolts OK
No
106
0.4
fc ok
1.0
N/A
10.4
86.3
46.0
0.11
0.0
5.2
OK
N/A
Bolts OK
No
107
0.5
fc ok
1.0
N/A
13.7
86.3
46.0
0.15
0.0
6.8
OK
N/A
Bolts OK
No
108
0.4
fc ok
0.9
N/A
7.8
86.3
46.0
0.09
0.0
3.9
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.8
N/A
10.1
86.3
46.0
0.11
0.0
5.0
OK
N/A
Bolts OK
No
110
0.2
fc ok
0.8
N/A
9.3
86.3
46.0
0.10
0.0
4.7
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
13.8
86.3
46.0
0.15
0.0
6.9
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.8
N/A
7.9
86.3
46.0
0.09
0.0
4.0
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
13.5
86.3
46.0
0.15
0.0
6.7
OK
N/A
Bolts OK
No
114
0.4
fc ok
1.0
N/A
14.0
86.3
46.0
0.15
0.0
7.0
OK
N/A
Bolts OK
No
129 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6WT) 1780.6 unsafe 156.3 N/A
19.9
86.3
46.0
46.62
4004.7
10.0
Bolts fail
Bolts fail
Bolts OK
No
130 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6WT) 235.9 unsafe 40.5 N/A
9.7
86.3
46.0
3.23
269.2
4.9
Bolts fail
Bolts fail
Bolts OK
No
131 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6WL) 6.9 fc ok 4.0 N/A
6.7
86.3
46.0
0.07
0.0
3.3
OK
N/A
Bolts OK
No
132 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6WL) 6.4 fc ok 3.9 N/A
5.1
86.3
46.0
0.06
0.0
2.5
OK
N/A
Bolts OK
No
133 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+ET) 1918.4 unsafe 109.3 N/A
75.6
86.3
46.0
23.53
1959.8
37.8
Bolts fail
Bolts fail
Bolts OK
No
134 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-ET) 1.9 fc ok 3.6 N/A
5.4
86.3
46.0
0.06
0.0
2.7
OK
N/A
Bolts OK
No
135 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+EL) 1160.5 unsafe 111.2 N/A
40.2
86.3
46.0
23.93
2027.7
20.1
Bolts fail
Bolts fail
Bolts OK
No
136 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-EL) 1052.1 unsafe 103.8 N/A
40.1
86.3
46.0
20.90
1766.3
20.0
Bolts fail
Bolts fail
Bolts OK
No
137 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6WT+1.2TP) 766.9 unsafe 71.2 N/A 27.6
86.3
46.0
9.95
832.5
13.8
Bolts fail
Bolts fail
Bolts OK
No
138 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6WT-1.2TP) 108.4 unsafe 28.4 N/A 10.5
86.3
46.0
1.65
132.7
5.3
Bolts fail
Bolts fail
Bolts OK
No
File - 245290156.xls.ms_office
Page 20 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 21 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 22 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 23 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 24 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 25 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 26 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 27 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 28 of 166
UB Diagram
Home 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
Universal Beams to BS4 Part 1 1993 Mass Depth per of Designation metre Section M h kg/m mm UB 914x419x388 388 921 UB 914x419x343 343.3 911.8 UB 914x305x289 289.1 926.6 UB 914x305x253 253.4 918.4 UB 914x305x224 224.2 910.4 UB 914x305x201 200.9 903 UB 838x292x226 226.5 850.9 UB 838x292x194 193.8 840.7 UB 838x292x176 175.9 834.9 UB 762x267x197 196.8 769.8 UB 762x267x173 173 762.2 UB 762x267x147 146.9 754 UB 762x267x134 133.9 750 UB 686x254x170 170.2 692.9 UB 686x254x152 152.4 687.5 UB 686x254x140 140.1 683.5 UB 686x254x125 125.2 677.9 UB 610x305x238 238.1 635.8 UB 610x305x179 179 620.2 UB 610x305x149 149.2 612.4 UB 610x229x140 139.9 617.2 UB 610x229x125 125.1 612.2 UB 610x229x113 113 607.6 UB 610x229x101 101.2 602.6 UB 533x210x122 122 544.5 UB 533x210x109 109 539.5 UB 533x210x101 101 536.7 UB 533x210x92 92.1 533.1 UB 533x210x82 82.2 528.3 UB 457x191x98 98.3 467.2 UB 457x191x89 89.3 463.4 UB 457x191x82 82 460 UB 457x191x74 74.3 457 UB 457x191x67 67.1 453.4 UB 457x152x82 82.1 465.8 UB 457x152x74 74.2 462 UB 457x152x67 67.2 458 UB 457x152x60 59.8 454.6 UB 457x152x52 52.3 449.8
Width of Section b mm 420.5 418.5 307.7 305.5 304.1 303.3 293.8 292.4 291.7 268 266.7 265.2 264.4 255.8 254.5 253.7 253 311.4 307.1 304.8 230.2 229 228.2 227.6 211.9 210.8 210 209.3 208.8 192.8 191.9 191.3 190.4 189.9 155.3 154.4 153.8 152.9 152.4
Thickness of Web s mm 21.4 19.4 19.5 17.3 15.9 15.1 16.1 14.7 14 15.6 14.3 12.8 12 14.5 13.2 12.4 11.7 18.4 14.1 11.8 13.1 11.9 11.1 10.5 12.7 11.6 10.8 10.1 9.6 11.4 10.5 9.9 9 8.5 10.5 9.6 9 8.1 7.6
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81
b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b *
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c * c c c c c c c c
UB 406x178x74 74.2 412.8 UB 406x178x67 67.1 409.4 UB 406x178x60 60.1 406.4 UB 406x178x54 54.1 402.6 UB 406x140x46 46 403.2 UB 406x140x39 39 398 UB 356x171x67 67.1 363.4 UB 356x171x57 57 358 UB 356x171x51 51 355 UB 356x171x45 45 351.4 UB 356x127x39 39.1 353.4 UB 356x127x33 33.1 349 UB 305x165x54 54 310.4 UB 305x165x46 46.1 306.6 UB 305x165x40 40.3 303.4 UB 305x127x48 48.1 311 UB 305x127x42 41.9 307.2 UB 305x127x37 37 304.4 UB 305x102x33 32.8 312.7 UB 305x102x28 28.2 308.7 UB 305x102x25 24.8 305.1 UB 254x146x43 43 259.6 UB 254x146x37 37 256 UB 254x146x31 31.1 251.4 UB 254x102x28 28.3 260.4 UB 254x102x25 25.2 257.2 UB 254x102x22 22 254 UB 203x133x30 30 206.8 UB 203x133x25 25.1 203.2 UB 203x102x23 23.1 203.2 UB 178x102x19 19 177.8 UB 152x89x16 16 152.4 UB 127x76x13 13 127 Additional sizes to BS4 available 0 in UK UB 1016x305x487 486.6 1036.1 UB 1016x305x437 436.9 1025.9 UB 1016x305x393 392.7 1016 UB 1016x305x349 349.4 1008.1 UB 1016x305x314 314.3 1000 UB 1016x305x272 272.3 990.1 UB 1016x305x249 248.7 980.2 UB 1016x305x222 222 970.3 500X10X225X16X93 550X10X225X20X111 600X10X225X20X123 600X12X250X20X131
500 550 600 600
179.5 178.8 177.9 177.7 142.2 141.8 173.2 172.2 171.5 171.1 126 125.4 166.9 165.7 165 125.3 124.3 123.4 102.4 101.8 101.6 147.3 146.4 146.1 102.2 101.9 101.6 133.9 133.2 101.8 101.2 88.7 76
9.5 8.8 7.9 7.7 6.8 6.4 9.1 8.1 7.4 7 6.6 6 7.9 6.7 6 9 8 7.1 6.6 6 5.8 7.2 6.3 6 6.3 6 5.7 6.4 5.7 5.4 4.8 4.5 4
308.5 305.4 303 302 300 300 300 300
30 26.9 24.4 21.1 19.1 16.5 16.5 16
225 225 225 250
10 10 10 12
650X12X250X20X136 650X12X300X20X152 500X10X200X16X87 650X12X300X25X174
650 650 500 650
250 300 200 300
12 12 10 12
SteelUK001202
UC Diagram
Home 1b c 2b c 3b c 4b c 5b c 6b c 7b c 8b c 9b c 10 b c 11 b c 12 b c 13 b c 14 b c 15 b c 16 b c 17 b c 18 b c 19 b c 20 b c 21 b c 22 b c 23 b c 24 b c 25 b c 26 b c 27 b c 28 b c 29 b c 30 b c 31 b c SteelUK001202
Universal Columns to BS4 Part 1 1993 Mass Depth per of Designation metre Section M h kg/m mm UC 356x406x634 633.9 474.6 UC 356x406x551 551 455.6 UC 356x406x467 467 436.6 UC 356x406x393 393 419 UC 356x406x340 339.9 406.4 UC 356x406x287 287.1 393.6 UC 356x406x235 235.1 381 UC 356x368x202 201.9 374.6 UC 356x368x177 177 368.2 UC 356x368x153 152.9 362 UC 356x368x129 129 355.6 UC 305x305x283 282.9 365.3 UC 305x305x240 240 352.5 UC 305x305x198 198.1 339.9 UC 305x305x158 158.1 327.1 UC 305x305x137 136.9 320.5 UC 305x305x118 117.9 314.5 UC 305x305x97 96.9 307.9 UC 254x254x167 167.1 289.1 UC 254x254x132 132 276.3 UC 254x254x107 107.1 266.7 UC 254x254x89 88.9 260.3 UC 254x254x73 73.1 254.1 UC 203x203x86 86.1 222.2 UC 203x203x71 71 215.8 UC 203x203x60 60 209.6 UC 203x203x52 52 206.2 UC 203x203x46 46.1 203.2 UC 152x152x37 37 161.8 UC 152x152x30 30 157.6 UC 152x152x23 23 152.4
Width of Section b mm 424 418.5 412.2 407 403 399 394.8 374.7 372.6 370.5 368.6 322.2 318.4 314.5 311.2 309.2 307.4 305.3 265.2 261.3 258.8 256.3 254.6 209.1 206.4 205.8 204.3 203.6 154.4 152.9 152.2
Thickness of Web s mm 47.6 42.1 35.8 30.6 26.6 22.6 18.4 16.5 14.4 12.3 10.4 26.8 23 19.1 15.8 13.8 12 9.9 19.2 15.3 12.8 10.3 8.6 12.7 10 9.4 7.9 7.2 8 6.5 5.8
Platesections
UB460X81
460
190
10
UB650X135
650
250
12
UB510X88
510
200
10
UB425X72
425
250
8
UB320X47
320
180
8
UB460X81
460
190
10
Type 2 Anchor Bolts Bolt Dia
Tensile area Allowable
Allowable
mm2
Tension
Shear
KN
KN
12
84.3
5.8
4.13
16
157
11.1
7.7
20
245
16.8
12
24
353
25
17.3
30
561
34
24.7
36
817
48.8
33.5
42
1120
0
42.5
48
1470
0
42.5
56
2030
0
51.5
64
2680
0
51.5
Type 3 and 4 Anchor Bolts Bolt Dia
Tensile area Allowable
Allowable
mm2
Tension
Shear
KN
KN
12
84.3
0
4.13
16
157
19.1
7.7
20
245
29.9
12
24
353
43
17.3
30
561
68.4
24.7
36
817
99.6
33.5
42
1120
129.9
42.5
48
1470
179.2
42.5
56
2030
247.4
51.5
64
2680
326.6
51.5
For 2 side fixed a/b
Kx 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.75 0.8 0.85 0.9 0.95 1 1.05 1.1 1.15 1.2 1.25 1.3 1.35 1.4 1.5 1.6 1.7 1.8 1.9 2
Ky 0 0.999 0.992 0.973 0.94 0.888 0.822 0.745 0.703 0.66 0.62 0.578 0.538 0.5 0.463 0.429 0.397 0.367 0.339 0.313 0.289 0.267 0.228 0.196 0.169 0.146 0.127 0.112
0 0.001 0.008 0.026 0.06 0.112 0.178 0.255 0.297 0.34 0.38 0.422 0.462 0.5 0.537 0.571 0.603 0.633 0.661 0.687 0.711 0.733 0.772 0.804 0.831 0.854 0.873 0.888
a/b kx ky
[ALL Sections] Thickness of RootDepth Flange Radius between fillets t r d mm mm mm 36.6 24 799.6 32 24 799.6 32 19 824.4 27.9 19 824.4 23.9 19 824.4 20.2 19 824.4 26.8 18 761.7 21.7 18 761.7 18.8 18 761.7 25.4 17 686 21.6 17 686 17.5 17 686 15.5 17 686 23.7 15 615.1 21 15 615.1 19 15 615.1 16.2 15 615.1 31.4 17 540 23.6 17 540 19.7 17 540 22.1 13 547.6 19.6 13 547.6 17.3 13 547.6 14.8 13 547.6 21.3 13 476.5 18.8 13 476.5 17.4 13 476.5 15.6 13 476.5 13.2 13 476.5 19.6 10 407.6 17.7 10 407.6 16 10 407.6 14.5 10 407.6 12.7 10 407.6 18.9 10 407.6 17 10 407.6 15 10 407.6 13.3 10 407.6 10.9 10 407.6
Second Moment of Area Axis x-x Axis y-y Ix Iy cm4 cm4 719635 45438 625780 39156 504187 15597 436305 13301 376414 11236 325254 9423 339704 11360 279175 9066 246021 7799 239957 8175 205282 6850 168502 5455 150692 4788 170326 6630 150355 5784 136267 5183 117992 4383 209471 15837 153024 11408 125876 9308 111777 4505 98610 3932 87318 3434 75780 2915 76043 3388 66822 2943 61519 2692 55227 2389 47539 2007 45727 2347 41015 2089 37051 1871 33319 1671 29380 1452 36589 1185 32674 1047 28927 913 25500 795 21369 645
Radius of Gyration Axis x-x Axis y-y rx ry cm cm 38.2 9.59 37.8 9.46 37 6.51 36.8 6.42 36.3 6.27 35.7 6.07 34.3 6.27 33.6 6.06 33.1 5.9 30.9 5.71 30.5 5.58 30 5.4 29.7 5.3 28 5.53 27.8 5.46 27.6 5.39 27.2 5.24 26.3 7.23 25.9 7.07 25.7 7 25 5.03 24.9 4.97 24.6 4.88 24.2 4.75 22.1 4.67 21.9 4.6 21.9 4.57 21.7 4.51 21.3 4.38 19.1 4.33 19 4.29 18.8 4.23 18.8 4.2 18.5 4.12 18.7 3.37 18.6 3.33 18.4 3.27 18.3 3.23 17.9 3.11
Elastic Modulus Axis x-x Zx cm3 15627 13726 10883 9501 8269 7204 7985 6641 5893 6234 5387 4470 4018 4916 4374 3987 3481 6589 4935 4111 3622 3221 2874 2515 2793 2477 2292 2072 1800 1957 1770 1611 1458 1296 1571 1414 1263 1122 950
16 14.3 12.8 10.9 11.2 8.6 15.7 13 11.5 9.7 10.7 8.5 13.7 11.8 10.2 14 12.1 10.7 10.8 8.8 7 12.7 10.9 8.6 10 8.4 6.8 9.6 7.8 9.3 7.9 7.7 7.6
10 10 10 10 10 10 10 10 10 10 10 10 8.9 8.9 8.9 8.9 8.9 8.9 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6
360.4 360.4 360.4 360.4 360.4 360.4 311.6 311.6 311.6 311.6 311.6 311.6 265.2 265.2 265.2 265.2 265.2 265.2 275.9 275.9 275.9 219 219 219 225.2 225.2 225.2 172.4 172.4 169.4 146.8 121.8 96.6
27310 24331 21596 18722 15685 12508 19463 16038 14136 12066 10172 8249 11696 9899 8503 9575 8196 7171 6501 5366 4455 6544 5537 4413 4005 3415 2841 2896 2340 2105 1356 834 473
1545 1365 1203 1021 538 410 1362 1108 968 811 358 280 1063 896 764 461 389 336 194 155 123 677 571 448 179 149 119 385 308 164 137 89.8 55.7
17 16.9 16.8 16.5 16.4 15.9 15.1 14.9 14.8 14.5 14.3 14 13 13 12.9 12.5 12.4 12.3 12.5 12.2 11.9 10.9 10.8 10.5 10.5 10.3 10.1 8.71 8.56 8.46 7.48 6.41 5.35
4.04 3.99 3.97 3.85 3.03 2.87 3.99 3.91 3.86 3.76 2.68 2.58 3.93 3.9 3.86 2.74 2.7 2.67 2.15 2.08 1.97 3.52 3.48 3.36 2.22 2.15 2.06 3.17 3.1 2.36 2.37 2.1 1.84
1323 1189 1063 930 778 629 1071 896 796 687 576 473 754 646 560 616 534 471 416 348 292 504 433 351 308 266 224 280 230 207 153 109 74.6
54.1 49 43.9 40 35.9 31 26 21.1
30 30 30 30 30 30 30 30
867.9 867.9 868.2 868.1 868.2 868.1 868.2 868.1
1021420 909906 807689 723131 644212 553974 481306 407961
26721 23447 20496 18460 16232 14004 11754 9546
40.6 40.4 40.2 40.3 40.1 40 39 38
6.57 6.49 6.4 6.44 6.37 6.35 6.09 5.81
19717 17739 15899 14346 12884 11190 9821 8409
16 20 20 20
20 20 16 25
[ALL Sections] Thickness of RootDepth Flange Radius between fillets t r d mm mm mm 77 15 290.2 67.5 15 290.2 58 15 290.2 49.2 15 290.2 42.9 15 290.2 36.5 15 290.2 30.2 15 290.2 27 15 290.2 23.8 15 290.2 20.7 15 290.2 17.5 15 290.2 44.1 15 246.7 37.7 15 246.7 31.4 15 246.7 25 15 246.7 21.7 15 246.7 18.7 15 246.7 15.4 15 246.7 31.7 13 200.3 25.3 13 200.3 20.5 13 200.3 17.3 13 200.3 14.2 13 200.3 20.5 10 160.8 17.3 10 160.8 14.2 10 160.8 12.5 10 160.8 11 10 160.8 11.5 7.6 123.6 9.4 7.6 123.6 6.8 7.6 123.6
Second Moment of Area Axis x-x Axis y-y Ix Iy cm4 cm4 274845 98125 226938 82671 183003 67834 146618 55367 122543 46853 99875 38677 79085 30993 66261 23688 57118 20529 48589 17553 40246 14611 78872 24635 64203 20315 50904 16299 38747 12569 32814 10700 27672 9059 22249 7308 29998 9870 22529 7531 17510 5928 14268 4857 11407 3908 9449 3127 7618 2537 6125 2065 5259 1778 4568 1548 2210 706 1748 560 1250 400
Radius of Gyration Axis x-x Axis y-y rx ry cm cm 18.4 11 18 10.9 17.5 10.7 17.1 10.5 16.8 10.4 16.5 10.3 16.3 10.2 16.1 9.6 15.9 9.54 15.8 9.49 15.6 9.43 14.8 8.27 14.5 8.15 14.2 8.04 13.9 7.9 13.7 7.83 13.6 7.77 13.4 7.69 11.9 6.81 11.6 6.69 11.3 6.59 11.2 6.55 11.1 6.48 9.28 5.34 9.18 5.3 8.96 5.2 8.91 5.18 8.82 5.13 6.85 3.87 6.76 3.83 6.54 3.7
Elastic Modulus Axis x-x Zx cm3 11582 9962 8383 6998 6031 5075 4151 3538 3103 2684 2264 4318 3643 2995 2369 2048 1760 1445 2075 1631 1313 1096 898 850 706 584 510 450 273 222 164
16 20 16 12 10 16
Type-2 Bolt dia
Tension cap Shear Cap
mm
KN
KN
16
14.1
28.3
20
22
44.1
22
29
54.5
24
31.7
63.5
27
47.5
82.6
30
59.4
101
33
65.3
124.9
36
79.2
147.1
Bolt dia
Tension cap Shear Cap
mm
KN
KN
16
49.5
28.3
20
65.5
44.1
22
86.7
54.5
24
80.3
63.5
27
108.8
82.6
30
121.9
101
33
164.5
124.9
36
187.5
147.1
39
243
175.7
42
268.2
201.6
45
319.2
234
48
333.4
264.6
56
455.5
365.4
N/A #N/A #N/A #N/A
#### #N/A #### N/A #### N/A
#N/A
User Registration Unregistered No: Copy
Axis y-y Zy cm3 2161 1871 1014 871 739 621 773 620 535 610 514 411 362 518 455 409 346 1017 743 611 391 343 301 256 320 279 256 228 192 243 218 196 176 153 153 136 119 104 84.6
Plastic Buckling Torsional Warping Torsional Modulus Parameter Index Constant Constant Axis x-x Axis y-y Inertia Sx Sy u x H J cm3 cm3 dm6 cm4 17665 3341 0.885 26.7 88.9 1734 15477 2890 0.883 30.1 75.8 1193 12570 1601 0.867 31.9 31.2 926 10942 1371 0.866 36.2 26.4 626 9535 1163 0.861 41.3 22.1 422 8351 982 0.854 46.8 18.4 291 9155 1212 0.87 35 19.3 514 7640 974 0.862 41.6 15.2 306 6808 842 0.856 46.5 13 221 7167 959 0.869 33.2 11.3 404 6198 807 0.864 38.1 9.39 267 5156 647 0.858 45.2 7.4 159 4644 570 0.854 49.8 6.46 119 5631 811 0.872 31.8 7.42 308 5000 710 0.871 35.5 6.42 220 4558 638 0.868 38.7 5.72 169 3994 542 0.862 43.9 4.8 116 7486 1574 0.886 21.3 14.5 785 5547 1144 0.886 27.7 10.2 340 4594 937 0.886 32.7 8.17 200 4142 611 0.875 30.6 3.99 216 3676 535 0.873 34.1 3.45 154 3281 469 0.87 38 2.99 111 2881 400 0.864 43.1 2.52 77 3196 500 0.877 27.6 2.32 178 2828 436 0.875 30.9 1.99 126 2612 399 0.874 33.2 1.81 101 2360 356 0.872 36.5 1.6 75.7 2059 300 0.864 41.6 1.33 51.5 2232 379 0.881 25.7 1.18 121 2014 338 0.88 28.3 1.04 90.7 1831 304 0.877 30.9 0.922 69.2 1653 272 0.877 33.9 0.818 51.8 1471 237 0.872 37.9 0.705 37.1 1811 240 0.873 27.4 0.591 89.2 1627 213 0.873 30.2 0.518 65.9 1453 187 0.869 33.6 0.448 47.7 1287 163 0.868 37.5 0.387 33.8 1096 133 0.859 43.9 0.311 21.4
Area of Section A cm2 494 437 368 323 286 256 289 247 224 251 220 187 171 217 194 178 159 303 228 190 178 159 144 129 155 139 129 117 105 125 114 104 94.6 85.5 105 94.5 85.6 76.2 66.6
172 153 135 115 75.7 57.8 157 129 113 94.8 56.8 44.7 127 108 92.6 73.6 62.6 54.5 37.9 30.5 24.2 92 78 61.3 34.9 29.2 23.5 57.5 46.2 32.2 27 20.2 14.7
1501 1346 1199 1055 888 724 1211 1010 896 775 659 543 846 720 623 711 614 539 481 403 342 566 483 393 353 306 259 314 258 234 171 123 84.2
267 237 209 178 118 90.8 243 199 174 147 89.1 70.3 196 166 142 116 98.4 85.4 60 48.5 38.8 141 119 94.1 54.8 46 37.3 88.2 70.9 49.8 41.6 31.2 22.6
0.882 0.88 0.88 0.871 0.871 0.858 0.886 0.882 0.881 0.874 0.871 0.863 0.889 0.891 0.889 0.873 0.872 0.872 0.866 0.859 0.846 0.891 0.89 0.88 0.874 0.866 0.856 0.881 0.877 0.888 0.888 0.89 0.895
27.6 30.5 33.8 38.3 38.9 47.5 24.4 28.8 32.1 36.8 35.2 42.2 23.6 27.1 31 23.3 26.5 29.7 31.6 37.4 43.4 21.2 24.3 29.6 27.5 31.5 36.4 21.5 25.6 22.5 22.6 19.6 16.3
0.608 0.533 0.466 0.392 0.207 0.155 0.412 0.33 0.286 0.237 0.105 0.0812 0.234 0.195 0.164 0.102 0.0846 0.0725 0.0442 0.0349 0.0273 0.103 0.0857 0.066 0.028 0.023 0.0182 0.0374 0.0294 0.0154 0.00987 0.0047 0.00199
62.8 46.1 33.3 23.1 19 10.7 55.7 33.4 23.8 15.8 15.1 8.79 34.8 22.2 14.7 31.8 21.1 14.8 12.2 7.4 4.77 23.9 15.3 8.55 9.57 6.42 4.15 10.3 5.96 7.02 4.41 3.56 2.85
94.5 85.5 76.5 69 58.6 49.7 85.5 72.6 64.9 57.3 49.8 42.1 68.8 58.7 51.3 61.2 53.4 47.2 41.8 35.9 31.6 54.8 47.2 39.7 36.1 32 28 38.2 32 29.4 24.3 20.3 16.5
1732 1535 1353 1223 1082 934 784 636
23200 20762 18539 16592 14851 12826 11350 9807
2800 2469 2168 1941 1713 1470 1245 1020
0.867 0.868 0.868 0.872 0.872 0.873 0.861 0.85
21.1 23.1 25.5 27.9 30.7 35 39.9 45.7
64.4 55.9 48.4 43.3 37.7 32.2 26.8 21.5
4299 3185 2330 1718 1264 835 582 390
620 557 500 445 400 347 317 283
User Registration Unregistered No: Copy
Axis y-y Zy cm3 4629 3951 3291 2721 2325 1939 1570 1264 1102 948 793 1529 1276 1037 808 692 589 479 744 576 458 379 307 299 246 201 174 152 91.5 73.3 52.6
Plastic Buckling Torsional Warping Torsional Modulus Parameter Index Constant Constant Axis x-x Axis y-y Inertia Sx Sy u x H J cm3 cm3 dm6 cm4 14235 7108 0.843 5.46 38.8 13723 12076 6058 0.841 6.05 31.1 9240 10002 5034 0.839 6.86 24.3 5808 8222 4154 0.837 7.87 18.9 3545 6999 3544 0.836 8.85 15.5 2343 5812 2949 0.835 10.2 12.3 1441 4687 2383 0.834 12.1 9.54 812 3972 1920 0.844 13.4 7.16 558 3455 1671 0.844 15 6.09 381 2965 1435 0.844 17 5.11 251 2479 1199 0.844 19.9 4.18 153 5105 2342 0.855 7.65 6.35 2034 4247 1951 0.854 8.74 5.03 1271 3440 1581 0.854 10.2 3.88 734 2680 1230 0.851 12.5 2.87 378 2297 1053 0.851 14.2 2.39 249 1958 895 0.85 16.2 1.98 161 1592 726 0.85 19.3 1.56 91.2 2424 1137 0.851 8.49 1.63 626 1869 878 0.85 10.3 1.19 319 1484 697 0.848 12.4 0.898 172 1224 575 0.85 14.5 0.717 102 992 465 0.849 17.3 0.562 57.6 977 456 0.85 10.2 0.318 137 799 374 0.853 11.9 0.25 80.2 656 305 0.846 14.1 0.197 47.2 567 264 0.848 15.8 0.167 31.8 497 231 0.847 17.7 0.143 22.2 309 140 0.848 13.3 0.0399 19.2 248 112 0.849 16 0.0308 10.5 182 80.2 0.84 20.7 0.0212 4.63
Area of Section A cm2 808 702 595 501 433 366 299 257 226 195 164 360 306 252 201 174 150 123 213 168 136 113 93.1 110 90.4 76.4 66.3 58.7 47.1 38.3 29.2
Compiled & calculated by Techno Consultants Ltd, December 2000
Compiled & calculated by Techno Consultants Ltd, December 2000
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
REVISION NO.
Y
d''
0
Mx
dg Mz
X
d'' bf
L
d1'
d'
tg tf
Z
tw h
Figure- 2 for Pinned Supports
Figure- 1 for Fixed Supports tr
1.0 Input data
B
1.1
Design Strength for structural steel
1.2
Grade of concrete for pedestal
1.3
Base plate type (fixed or pinned)
1.4
Width of base plate
B
1.5
Length of base plate
L
1.6
Column section
1.7
Thickness of Gusset plate
1.8
Thickness of Rib plate for fixed base
1.9
No. of anchor bolts provided
1.10
Type of anchor bolt
1.11
Dia. of anchor bolts
1.12
Edge Distance along Length for fixed base
1.13
C/C Distance between bolts
1.14 1.15 1.16
No. of gusset plates (parallel to flange) No. of rib plates (perpendicular to flange)for fixed base Shear Key provided ( Type 'Y' for yes & 'N' for no)
1.17
Design strength for weld
1.18
c/c distance betn bolts for pinned ends (refer figure2)
1.19
Shear capacity of a bolt (ultimate)
1.20
Tension capacity of a bolt (ultimate)
1.21
Design strength
1.22
Allowable bearing pressure in conc. pedestal fcc = (0.6 x fcu)
py
=
345
N /mm2
fcu
=
25
N /mm2
=
Pinned
=
280
mm
=
300
mm
=
UC 203x203x60
tg
=
25
mm
tr
=
12
mm
N
=
2
Nos.
=
type-1
f
=
24
mm
d'
=
50
mm
d''
=
200
mm
= = =
0 0 N
Nos. Nos.
pw
=
250
N/mm2
d1'
=
0
mm
= = =
46 86.3 345
KN KN N /mm2
=
15
N/mm2
Detail of section h= 209.6 bf = 205.8 tf = 14.2 tw = 9.4 A= 76.4
mm mm mm mm cm2
(From B.S.5950-1:2000 clause 4.13.1)
2.0 Forces A Node L/C 18 101
Horizontal Vertical
Horizontal Moment
Fx kN
Fz kN
Fy kN
-2.183
File - 245290156.xls.ms_office
6.825
F
G
Note:- Torsional Moment (My) is not considered in the calculation.
Mx kN-m My kN-m Mz kN-m
-1.944
Page 47 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
Sample Calculation for Load case no- 1
3.0 Eccentricity exx =
Mx / Fy =
0
mm
ex
ezz =
Mz / Fy =
0
mm
ez
4.0 Compression with/without Bending
( For Fixed Baseplate Only)
Solving following cubic equation for calculation of bearing pressure and bolt tension IF THE ECCENTRICITY ABOUT X-X AXIS EXCEEDS 1/6TH OF L , SOLVING THE FOLLOWING CUBIC EQUATION FOR DETERMINING Y ,THE LENGTH OF TRIANGULAR STRESS BLOCK FOR CONCRETE AND CORRESPONDING TENSION IN ANCHOR BOLT. THE CUBIC EQUATION FORMULA IS TAKEN FROM THE BOOK TITLED 'DESIGN OF WELDED STRUCTURE' BY O.W. BLODGET. 4.1
Modular ratio = Es/Ec = 205,000/5500xSqrt(fcu/1.5)
n
=
N/A
4.2
Total No. of bolts in tension
ns
=
N/A
Nos.
4.3
Area of bolts in tension
As
=
N/A
mm2
4.4
f = L/2 - d'
f
=
N/A
mm
4.5
Eccentricity
e
=
N/A
mm
4.6
k1 = 3*(e-L/2)
=
N/A
k2 = ( (6*n*As) (f+e) ) / B
=
N/A
k3 = k2* (L/2 +f )
=
N/A
4.7
3
2
Y + k1*Y + k2* Y - k3
xx
= 0
Exact Value of
Y
=
N/A
L L
fc fc
4.8
Pc + Pt
Taking Moment about NA of column.
Pt
Pt *f + (Pt+Pc) (L/2 - Y/3) - Pc * e = 0 4.9
Tension in bolts =
- Pc *
Y/3
Fixed Baseplate
(L/2 - Y/3 - e)
Pt
=
N/A
KN
(L/2 - Y/3 +f) 4.10
Tension per bolts
=
N/A
KN
4.11
Shear per bolt
=
1.5
KN
=
0.03
< 1.4 , Bolts Safe
fc
=
N/A
N/mm2
fc(MAX)
=
0.08
N/mm2 If exx < L/6 & ezz < B/6
4.12 Interaction ratio for bolts =
Actual shear +
Actual Tension
Per. Shear
Per. Tension
=
1.5 46
4.13
N/A 86.3
Stress in concrete due to exx > L/6 = Pt*Y / As*n*(L/2 -Y+f)
4.14
+
pmax = (Pc/L *B) + 6*Mx/B *L2 + 6*Mz/B2 *L)
< allowable bearing pressure,OK
File - 245290156.xls.ms_office
Page 48 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
5.0 Tension with/without Bending For w > a 5.1
w = L/2 +e
=
N/A
5.2
a = L/2 + f
=
N/A
5.3
K = (6 n As / B ) (w-a)
=
N/A
5.4
X3 - 3* w* X2 + K* a - K* X = 0 =
N/A
X 5.5
P w X
T
L
Taking moments @ CG of compression T * ( a - X/3) = P * ( w - X/3) T=
fc1
a
d'
Fixed Baseplate
P (w - X/3)
=
N/A
KN
=
N/A
N/mm2
(a - X/3) 5.6
fc1 =
2 (T - P)
+ 6 Mz / B2 L
B* X
P
For w < a 5.7
TF
Tension in Farside bolts =
=
P 1 + (e + C/2)
e
(C/2 -e) = 5.8
TN
Tension in Nearside bolts =
=
N/A
KN C/2
P - TF
C/2
TN =
N/A
KN
5.9
Tension per bolts
=
N/A
KN
5.10
Shear per bolt
=
N/A
KN
5.11
Interaction ratio for bolts =
=
Actual shear +
Actual Tension
Per. Shear
Per. Tension
N/A N/A
File - 245290156.xls.ms_office
+
N/A
=
TF Fixed Baseplate
N/A
N/A
Page 49 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
6.0 Checking Adequacy of Baseplate for Bearing pressure 6.1
Fixed Baseplate
6.1.1 Thickness of base plate req. along Length L
Condition assumed for calculating thickness as per Roark's Table 26, Case -11 a
With Rib Plate a b
= =
a/b =
20.2
mm
fbs =
N/A
mm ,
345.0
N /mm2
tbx
N/A
w =
0.08
(b1 x (4/6) x w x b2) / fbs
=
N/A
b1 =
=
tbz b2 =
N/A
=
N/A
b
mm 2
(b2 x (4/6) x w x b ) / fbs
=
N/A
B
a
mm
N /mm2
L
Note:- If b1 and b2 are N/A go to "No rib plate" case below
EQ.
EQ.
Typical base plate with 2 nos. of gussets and 2 nos. ribs.
No rib plate Consider cantilever w = 0.08 N /mm2, fbs = 345 N /mm2,
a =
20.2
tbx
mm
6.1.2 Thickness of base plate req. along width B
=
135.3
mm ,
a
=
209.6
mm
1.5
b1 =
0.78
,
345
N /mm2
tbx1 tbz1
w
0.08
N /mm2 ,
b3 =
mm
as per Roark's 26, Case -10 a
=
(b1 x (4/6) x w x b2)/ fbs
=
a/b = =
fbs =
(2 x w x a2) / fbs 0.44
Condition assumed for calculating thickness
For a/b ratio less than 3 for fixed end b
= =
1.12
=
N/A
mm
(b3 x (4/6) x w x b2)/ fbs
=
N/A
mm
B b
a
For a/b ratio more than 3 (Considering cantilever length) for fixed end
6.2
2
M =
w * b /2
tbx2
=
=
743.685
L
N-mm
(4 x M) / fbs
=
N/A
mm
PINNED Baseplate Effective area = Equating
Ea =
2 * { (tf+2C) (bf+2C) } + { [ D - 2 * (tf+C) ] * (tw +2C) }
tf + 2 C
tw + 2 C
Permissible bearing pressure = Fy / Ea Fy / Ea =
15.00
Fy
=
15.00
2 * { (tf+2C) (bf+2C) } + { [ D - 2 * (tf+C) ] * (tw +2C) } C
=
Thickness of baseplate
File - 245290156.xls.ms_office
-5.91
tp = c 3w/fbs =
-2.1
mm
( Ref:- clause 4.13.2.2 of BS 5950-1)
Page 50 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
7.0 Thickness of Baseplate required for Bolt Tension 7.1 Fixed Baseplate Tension in bolts Tension per bolt
Pt1
=
0.0
KN
=
0.0
KN
b1 a1
7.1.1 For No rib plate cantilever Length = a -d'
L1
=
N/A
mm
Moment = Pt1* L1 Thickness of base plate = sqr(4m3/fbs*B)
m3 t1
= =
N/A N/A
KN-ma1 mm
7.1.2 With rib plate 2 side fixed a1 = N/A b1 = N/A a1/b1 = N/A
b1 Px = Pt * Kx = Py = Pt * Ky =
N/A N/A
KN KN
tx = sqrt(4*Mx/ fbs*B) =
N/A
mm
Mx = Px * a1 =
N/A
KN-m
ty = sqrt(4*My/ fbs*B) =
N/A
mm
My = Py * b1 =
N/A
KN-m
Kx = 1 / ( 1 + a3/b3)
Px = Pt * Kx = Py = Pt * Ky =
N/A N/A
KN KN
tx = sqrt(4*Mx/ fbs*B) =
N/A
mm
ty = sqrt(4*My/ fbs*B) =
N/A
mm
Mx = Px * a1 = My = Py * b1 =
N/A N/A
KN-m KN-m
,
Ky = 1- Kx
7.1.3 3 side fixed a1 = b1 = a1/b1 =
7.2
N/A N/A N/A
Kx = 1 / ( 1 + 8 a3/b3)
,
Ky = 1- Kx
Pinned Baseplate
Tension per bolt 7.2.1 For 2 -bolts Distance of anchorbolt centre-line from web edge = (d''/2) - (tw/2)
Pt1
=
0.00
KN
dw
=
95
mm df
Effective width of baseplate to resist BM at web = min ( 2 dw , (h -2tf) )
Ew
=
181
mm
B.M. at web edge = Pw * dw
Mw
=
0.0
KN-mm
Thickness of baseplate due to bending at web =
For Pinned Base
(4 *Mw*1000)/ (Ew*fbs) =
File - 245290156.xls.ms_office
dw
0.00
mm
Page 51 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
7.2.2 For 4 -bolts Tension per bolt Distance of anchorbolt centre-line from web edge = (d''/2) - (tw/2)
REVISION NO.
Pt1
=
N/A
KN
dw
=
N/A
mm
0
df
Distance of anchorbolt centre-line from flange edge = (h - 2 tf) / 2 - (d1' / 2)
df
=
N/A
mm dw
dis
width of dispersion for one bolt = 2 * dw Overlapping length of dispersion
=
N/A
mm
=
N/A
mm
Effective width of baseplate to resist BM at web = min (2 dw , d1') + min (2 dw , 2 df)
Ew
=
N/A
mm
B.M. at web edge = Pw * dw
Mw
=
N/A
KN-mm
Thickness of baseplate due to bending at web =
For Pinned Base
(4 *Mw*1000)/ (Ew*fbs) =
N/A
mm
7.2.3 For 4-bolts with stiffener plate (gusset) at center (For Pinned Baseplate) The loads transferred to web and flange are considered to be inversely proportional to the perpendicular distance from centre of anchor bolt. Load transferred to web
=
(1/dw) / {(1/dw) + (1/df) + (1/ (d1'/2))} * Pt1
Pw Load transferred to flange
= =
0.0
KN
N/A
KN
=
N/A
KN
Ew Fw Fstf
= = =
df d1'/2
(1/df) / {(1/dw) + (1/df) + (1/(d1'/2))} * Pt1
Pf Load transferred to stiffener
= =
dw
(1/df) / {(1/dw) + (1/df) + (1/(d1'/2))} * Pt1
Pstf Effective width of baseplate to resist BM at web Effective width of baseplate to resist BM at flange Effective width of baseplate to resist BM at stiffener
For Pinned Base
181.2 mm N/A mm N/A mm
Thickness of baseplate due to bending at web =
(4 *Mw*1000)/ (Ew*fbs)
=
N/A
mm
Thickness of baseplate due to bending at web =
(4 *Mf*1000)/ (Ef*fbs)
=
N/A
mm
Thickness of baseplate due to bending at web =
(4 *Mstf*1000)/ (Estf*fbs)
=
N/A
mm
Summary of Baseplate Thickness Minimum thickness of Basepalte required
File - 245290156.xls.ms_office
tp
=
0.4
mm
Page 52 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
REVISION NO.
0
8.0 Design of Gusset Plates 8.1
DESIGN OF GUSSET PLATES FOR BEARING PRESSURE
8.1.1 For Gusset plates to flange Bearing pressure under gusset fc = U D L on gusset plate due to bearing pressure as shown in figure W1 =
B 0.08
N/mm2
0.0
N/mm
=
37
mm
=
N/A
KN-m
=
N/A
mm
0.0 135
N/mm mm
=
0.0
KN-m
=
N/A
mm
=
20
mm
0
N/mm
N/A
KN-m
L
Lg1
Cantilever length of gusset Lg1 B.M. Due to bearing stress considering cantilever Lg1 = W1 * Lg12 / 2 M1 Depth of gusset plate required = sqrt ( 6* M1 / tg * fbs) Dg1
8.1.2 For Gusset plates inside column U D L on gusset plate due to bearing pressure as shown in figure W2 = Cantilever length of gusset Lg2 = B.M. Due to bearing stress considering cantilever Lg = W2 * Lg22 / 2 M2 Depth of gusset plate required = sqrt ( 6* M2 / tg * fbs) Dg2 8.1.3 For rib plates Cantilever length of gusset
Lg3
Lg3
U D L on rib plate due to bearing pressure as shown in figure W3 = B.M. Due to bearing stress considering cantilever Lg = W3 * Lg32 / 2 M3 = Depth of gusset plate required 0 = sqrt ( 6* M3 / tg * fbs) 8.2
B
Lg2
Dg3
=
N/A
mm
T
=
0
KN
B.M. Due to tension considering cantilever Lg3 M4 = T * Lg3
M4
=
N/A
KN-m
Depth of gusset plate required = sqrt ( 6* M4 / tg * fbs)
Dg4
=
N/A
mm
M5
=
N/A
KN-m
N/A
mm
L
DESIGN OF GUSSET PLATES FOR TENSION IN BOLTS
8.2.1 For rib plates Tension in one bolt
8.2.2 For gusset plates (for 4 bolt pinned with gusset plate inside column) B.M. Due to tension considering cantilever d" /2 = 2 * Pstf * d'' /2 where Pstf = Force transefered to stiffener
Depth of gusset plate required = sqrt ( 6* M5 / tg * fbs)
File - 245290156.xls.ms_office
----------------from 7.2.3
Dg5
=
Page 53 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
REVISION NO.
0
9.0 Weld Design 9.1
Check for weld between Gusset and Column Allowable stress for Welding 9.1.1 For Tension in bolt Tension per bolt Depth of Gusset plate
rw
=
250.0
T Dg
= =
0.0 N/A
KN mm
Force per length weld due to shear Weld size required = Fw1 / 0.7*rw 9.1.2 For Bearing pressure Total force due to bearing pressure = W1 *Lg1
Fw1 w1
= =
N/A N/A
N/mm mm
=
N/A
KN
Force per length weld
Fw2
=
N/A
N/mm
Weld size required = Fw2 / 0.7*rw
w2
=
N/A
mm
Final Weld size required
w
=
N/A
mm
9.2 9.2.1
Check for weld between Base plate and Column For Flange Force in flange =
+ -
M
(Push/Pull)
h - tf
Push/ pull
Axial force x area of one flange c/s area of section
=
-2.6
Force for which weld has to be checked
F1
Weld length available = bf + (bf-tw)
KN =
-2.6
KN
=
402.2
mm
N/A
mm
Weld Size required = F1 / (0.7 x wled L x weld strength) = 9.2.2
N/mm2
For Web All shear is asssumed to be transferred by web Total force on the web =
Co-existant shear + ( total uplift x c/s area of web )
( for weld design )
c/s area of section =
=
2.92
KN
=
362.4
mm
Weld Size required = F2/ (0.7 x wled L x weld strength) =
0.05
mm
Weld length available = 2 * (h - 2*tf)
File - 245290156.xls.ms_office
F2
Page 54 of 166
Baseplate Design : Shear Key
AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:
Sample Calculation
REVISION NO.
PINNED SUPPORT
0
SHEAR KEY DESIGN baseplate
Ls Ultimate shear force in Z-direction Ultimate shear force in X-direction Co-existing shear sqrt(Fx2 + Fz2) Design strength of structural steel Grout thickness
Fz = Fx = = py = g =
Type of shear key ( 1-for plates , 2-for I - section) Rolled section for shear key Width of shearkey plate Do not enter Length Length of shearkey plate Do not enter Width Depth of shearkey Thk. of shearkey plate Do not enter Thk Weld size Design strength of weld
Allowable bearing stress on concrete
Ws Ls ds ts tw
= = = = = = = = =
730 KN 0 KN 730.0 KN 345 50
shearkey Ws
Plan
mm
Shear capacity of the shear key section
=
user defined
mm mm mm mm mm N/mm2
Mx = Mz =
Section B-B shear key with Rolled section
(Refer BS5950-1:2000 table 37)
user defined
Rolled sctions
OK
0.00
OK
1179.9 KN
ds
Shear key with Plates
11.59 N/mm2 N/mm2
g
Z
Section A-A
15.00 N/mm2
(limiting to 60% of actual capacity(0.6x(0.6 x py x c/s area)) Moment about X-axis = Fz x ((ds-g)/2+g) Moment about Z-axis = Fx x ((ds-g)/2+g)
Grout
ds
Bearing pressure on concrete In Z-Dir = Fz / (Ws* (ds-g)) or sc_z = Fz / [ bf * (ds -g) + (bf - tw) * (ds - g) ] In X-Dir = Fx / (Ls*(ds-g)) or Fx / (h*(ds-g)) sc_x =
B
X
2 300 300 275 20.0 6.0 250
B
A
A
OK
h=
150
mm
150
bf =
150
mm
150
tf =
25
mm
25
tw =
20
mm
20
Sx =
413
cm3
Sz = A=
188
95.0
cm3 cm2
118.6 KN-m 0.0 KN-m
Actual bending about X-axis = Mx / Sx
sa_X =
287.3
N/mm2
Actual bending about Z-axis = Mz / Sz
sa_Z =
0.0
N/mm2
(287.3 + 0)
Checking of weld strength between shear key and base plate: (for electrodes class 42 , saw =250 N/mm2 and for other electrodes saw = 0.5 x Us) - refer BS5950-1:2000 table 37 Welding strength = tw* 0.7 * saw Sw = 1050.0 N/mm Avialable welding Length
Lw = (4*bf - 2*tw)+ 2(h - 2 *tf) =
760.0 mm
Resultant Shear force on weld Co-existing shear / Lw
ss_z =
960.5 N/mm
Allowable welding strength
Saaw =
1050.0 N/mm
OK , Allowable welding strength > Resultant shear force
File-245290156.xls.ms_office
Page 55 of 166
SUMMARY OF ANCHOR BOLTS CAPACITY ===>
Type I Tensile area for all types of bolts
Bolt Dia. (mm) 16 20 24 30 36 42 48 56
Ten. Cap. (kN) 49.5 66.7 86.3 105.0 145.0
Use Type III & IV
===>
Type2
Bolt Dia. (mm) 16 20 24 30 36 39 42 48 56
Ten. Cap. (kN) 23.1 36.0 51.9 91.0 124.7
===>
Type III & IV
Bolt Dia. (mm) 20 24 30 36 42 48 56
Ten. Cap. (kN) 47.0 68.4 88.1 120.7 185.5 196.6 233.6
===>
Type 5
Bolt Dia. (mm) 16 20 24 30 36 42 48 56
Shear Cap. (kN) 28.3 32.4 46.0 51.1 68.8
Shear Cap. (kN) 28.3 32.4 46.0 51.1 68.8
Use Type III & IV
Ten. Cap. (kN) 41.1 64.2 92.4 154.3 215.9 296.9 390.8 515.2
Shear Cap. (kN) 32.4 46.0 51.1 68.8 103.7 111.7 138.4
Shear Cap. (kN) 28.3 32.4 46.0 51.1 68.8 103.7 111.7 138.4
bolit dia mm 16 20 24 30 36 42 48 56
Tensile area mm2 157 245 353 561 817 1120 1470 2030
exx
m 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
948.49 277.59 293.00 722.67 285.56 285.56 175.52 260.82 276.39 370.45 369.00 190.27 232.85 370.45 369.00 412.19 412.19 333.07 339.49 861.25 412.19 294.92 702.69 305.56 591.29 412.19 415.71 426.08 412.19 805.73 693.63 412.19 412.19 278.48 374.60 320.29 882.08 412.19 658.12 412.19 276.60 262.80 412.19 412.19 412.19 412.19 262.65 249.00 330.20 338.31 922.41 412.19 330.20 338.31 922.41 412.19 315.83 412.19 359.77 506.81 375.08
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0
1920.6 195.8 183.6 2217.7 116.5 2214.1 150.8 210.1 196.8 3625.0 131.0 138.3 3033.3 130.1 131.0 2127.0 2127.0 154.6 150.3 2025.9 2127.0 182.1 2249.4 174.1 2462.7 2127.0 101.6 94.9 2127.0 2098.0 2264.3 2127.0 2127.0 195.1 127.5 163.4 2000.0 2127.0 2326.1 2127.0 196.7 208.4 2127.0 2127.0 2127.0 2127.0 208.5 220.8 156.6 151.1 1951.3 2127.0 156.6 151.1 1951.3 2127.0 166.6 2127.0 137.0 2703.0 127.2
5436803945 -10134524 -9452285 8707514939 -5478608 8661721382 -7514849 -10875457 -10187795 41746561651 -6326684 -6758745 23788478402 -6272047 -6326684 7599967997 7599967997 -7741527 -7479909 6480724431 7599967997 -9367787 9119100255 -8903461 12222618947 7599967997 -4656363 -4307796 7599967997 7267325509 9316511896 7599967997 7599967997 -10095168 -6116955 -8273485 6212520521 7599967997 10166035590 7599967997 -10178455 -10788991 7599967997 7599967997 7599967997 7599967997 -10795573 -11384575 -7859925 -7527729 5728281275 7599967997 -7859925 -7527729 5728281275 7599967997 -8462523 7599967997 -6678960 16478516426 -6099138
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.0 6.0 6.3 2.7 N/A N/A N/A N/A 1.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.0 6.0 6.3 2.7 N/A N/A N/A N/A 1.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
411.52 412.19 412.19 447.35 412.19 412.19 457.22 575.87 704.04 412.19 412.19 337.11 450.27 430.05 817.43 512.85 412.19 412.19 341.62 430.16 412.19 412.19 412.19 392.70 252.76 326.46 654.85 657.52 412.19 412.19 654.85 657.52 412.19 412.19 412.19 412.19 412.19 412.19 713.16 412.19 412.19 412.19 412.19 412.19 412.19 412.19 277.10 278.10 279.10 280.10 700.91 282.10 283.10 284.10 285.10 383.04 287.10 386.21 316.90 290.10 291.10 292.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0
104.3 2127.0 2127.0 2966.8 2127.0 2127.0 2914.2 2499.5 2247.2 2127.0 2127.0 151.9 2950.8 92.3 2082.4 2681.9 2127.0 2127.0 148.8 92.3 2127.0 2127.0 2127.0 116.1 217.4 159.1 2332.1 2327.2 2127.0 2127.0 2332.1 2327.2 2127.0 2127.0 2127.0 2127.0 2127.0 2127.0 2232.6 2127.0 2127.0 2127.0 2127.0 2127.0 2127.0 2127.0 2350.9 2351.9 2352.9 2353.9 2252.3 2355.9 2356.9 2357.9 2358.9 122.2 2360.9 120.2 165.8 2363.9 2364.9 2365.9
-4799267 7599967997 7599967997 22172333854 7599967997 7599967997 20945528155 12819759192 9090312963 7599967997 7599967997 -7576474 21793623391 -4176121 7091845898 16070306152 7599967997 7599967997 -7394232 -4172391 7599967997 7599967997 7599967997 -5457298 -11224617 -8014853 10251171314 10181462790 7599967997 7599967997 10251171314 10181462790 7599967997 7599967997 7599967997 7599967997 7599967997 7599967997 8899572596 7599967997 7599967997 7599967997 7599967997 7599967997 7599967997 7599967997 10521131716 10535610176 10550101847 10564606736 9157415184 10593656191 10608200768 10622758588 10637329654 -5805726 10666511555 -5690727 -8416972 10710383911 10725034589 10739698557
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A 0.4 N/A N/A N/A N/A 2.5 N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 N/A N/A N/A N/A N/A N/A N/A 0.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A 0.4 N/A N/A N/A N/A 2.5 N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 N/A N/A N/A N/A N/A N/A N/A 0.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
262.19 304.56 243.89 575.53 654.49 659.96 659.96 575.53 654.49 659.96 659.96 541.26 659.96 841.36 732.48 727.36 659.96 659.96 659.96 811.53 659.96 659.96 823.41 659.96 317.10 318.10 319.10 580.41 321.10 322.10 860.71 335.75 609.74 326.10 271.17 303.86 329.10 330.10 331.10 332.10 247.68 278.87 392.28 413.83 337.10 338.10 392.28 413.83 341.10 342.10 435.24 344.10 904.18 924.25 356.71 348.10 498.85 502.50 809.59 492.13 500.58 786.33
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0
208.9 174.8 225.7 2500.3 2332.8 2371.9 2372.9 2500.3 2332.8 2375.9 2376.9 2592.1 2378.9 2051.2 2202.6 2210.4 2382.9 2383.9 2384.9 2090.2 2386.9 2387.9 2074.5 2389.9 2390.9 2391.9 2392.9 2488.4 2394.9 2395.9 2026.6 152.8 2421.7 2399.9 201.2 175.3 2402.9 2403.9 2404.9 2405.9 222.1 194.8 3374.7 3186.3 2410.9 2411.9 3374.7 3186.3 2414.9 2415.9 3038.0 2417.9 1973.1 1949.1 138.9 2421.9 2732.1 2718.6 2092.8 2757.9 2725.7 2124.5
-10815437 -8947039 -11598464 12833693915 10260593937 10827961779 10842718942 12833693915 10260593937 10887070478 10901881027 14409523553 10931542215 6749629292 8516185905 8615333792 10991025121 11005929327 11020846936 7179613003 11050722389 11065680244 7004265598 11095636245 11110634401 11125646003 11140671056 12637996991 11170761542 11185826986 6487871344 -7631850 11578396852 11246223578 -10419499 -8977253 11291662746 11306836163 11322023103 11337223572 -11440283 -10078008 33329065604 27801352871 11413429074 11428710847 33329065604 27801352871 11474637619 11489973714 23906388364 11520686697 5941882434 5707254646 -6797121 11582276001 17052530773 16784160882 7208824675 17572110881 16924468701 7571153634
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 1.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6.2 9.2 5.9 9.5 N/A N/A N/A N/A 5.5 N/A 2.7 N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 1.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6.2 9.2 5.9 9.5 N/A N/A N/A N/A 5.5 N/A 2.7 N/A N/A
exx
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.212 0.135 0.047 0.041 0.741 0.023 0.378 0.402 0.693 0.112 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
exL/6 ex>L/6 exL/6 exL/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 353.00 353.00 N/A N/A 353.00 N/A 353.00 353.00 353.00 353.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 100 100 N/A N/A 100 N/A 100 100 100 100 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 211.86812 134.570911 N/A N/A 740.527382 N/A 377.660412 401.662875 693.307914 111.66118 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 186 -46 N/A N/A 1772 N/A 683 755 1630 -115 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 21538.0 16199.8 N/A N/A 58047.9 N/A 32987.8 34645.5 54786.9 14617.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5384504.1 4049942.8 N/A N/A 14511977.5 N/A 8246961.7 8661372.0 13696718.1 3654398.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
881.33 852.47 357.10 358.10 345.17 360.10 608.01 577.44 363.10 342.74 365.10 306.12 274.65 368.10 369.10 370.10 371.10 281.16 250.24 439.76 476.10 376.10 377.10 439.76 476.10 380.10 381.10 366.05 823.94 453.39 456.91 450.47 387.10 741.46 757.82 466.46 692.23 675.38 472.76 827.35 387.10 387.10 387.10 366.02 399.10 546.07 521.86 376.98 403.10 404.10 405.10 406.10 407.10 408.10 409.10 410.10 411.10 412.10 413.10 414.10 415.10 416.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 705806939.0 53289457.0 N/A N/A 293108417.0 N/A 376253337.2 357152394.0 292163247.5 49047491.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 361.9 284.6 197.2 191.2 890.5 172.9 527.7 551.7 843.3 261.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 9.13 9.13 N/A N/A 9.13 N/A 9.13 9.13 9.13 9.13 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4004.7 269.2 N/A N/A 1959.8 N/A 2027.7 1766.3 832.5 132.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 7990.7 2469.4 -3769.1 -4198.7 45752.8 -5508.8 19833.3 21547.7 42379.9 833.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2000.9 2037.0 2430.9 2431.9 146.5 2433.9 2425.4 2495.6 2436.9 148.1 2438.9 173.7 198.3 2441.9 2442.9 2443.9 2444.9 192.9 219.7 3010.6 2824.6 2449.9 2450.9 3010.6 2824.6 2453.9 2454.9 132.9 2073.8 2934.1 2915.7 2949.7 2460.9 2189.0 2164.9 2868.6 2266.6 2295.3 2839.5 2069.3 2468.9 2469.9 2470.9 132.9 2472.9 2578.3 2651.8 3542.2 2476.9 2477.9 2478.9 2479.9 2480.9 2481.9 2482.9 2483.9 2484.9 2485.9 2486.9 2487.9 2488.9 2489.9
6222006948 6597808257 11721649966 11737204310 -7251613 11768354079 11635932279 12756166739 11815181523 -7349221 11846468417 -8879117 -10264946 11893501775 11909207056 11924926094 11940658896 -9976348 -11332010 23227101057 18963061373 12019529570 12035345079 23227101057 18963061373 12082874465 12098745232 -6438483 6996642643 21403886904 20981769894 21768109809 12194260468 8346797967 8051048045 19921735057 9347625315 9736664337 19283568843 4198057056 9840193992 11466534873 11593038530 -39510341 11963423964 6570048023 6958011926 12562380905 10378472954 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A 4.2 N/A 0.6 0.9 N/A 0.5 N/A 2.7 N/A N/A N/A 4.6 1.3 1.0 N/A N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A 4.2 N/A 0.6 0.9 N/A 0.5 N/A 2.7 N/A N/A N/A 4.6 1.3 1.0 N/A N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
417.10 418.10 419.10 420.10 421.10 422.10 423.10 424.10 425.10 426.10 427.10 428.10 429.10 430.10 431.10 432.10 433.10 434.10 435.10 436.10 437.10 438.10 439.10 440.10 441.10 442.10 443.10 444.10 445.10 446.10 447.10 448.10 449.10 450.10 451.10 452.10 453.10 454.10 455.10 456.10 457.10 458.10 459.10 460.10 461.10 462.10 463.10 464.10 465.10 466.10 467.10 468.10 469.10 470.10 471.10 472.10 473.10 474.10 475.10 476.10 477.10 478.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2490.9 2491.9 2492.9 2493.9 2494.9 2495.9 2496.9 2497.9 2498.9 2499.9 2500.9 2501.9 2502.9 2503.9 2504.9 2505.9 2506.9 2507.9 2508.9 2509.9 2510.9 2511.9 2512.9 2513.9 2514.9 2515.9 2516.9 2517.9 2518.9 2519.9 2520.9 2521.9 2522.9 2523.9 2524.9 2525.9 2526.9 2527.9 2528.9 2529.9 2530.9 2531.9 2532.9 2533.9 2534.9 2535.9 2536.9 2537.9 2538.9 2539.9 2540.9 2541.9 2542.9 2543.9 2544.9 2545.9 2546.9 2547.9 2548.9 2549.9 2550.9 2551.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
479.10 480.10 481.10 482.10 483.10 484.10 485.10 486.10 487.10 488.10 489.10 490.10 491.10 492.10 493.10 494.10 495.10 496.10 497.10 498.10 499.10 500.10 501.10 502.10 503.10 504.10 505.10 506.10 507.10 508.10 509.10 510.10 511.10 512.10 513.10 514.10 515.10 516.10 517.10 518.10 519.10 520.10 521.10 522.10 523.10 524.10 525.10 526.10 527.10 528.10 529.10 530.10 531.10 532.10 533.10 534.10 535.10 536.10 537.10 538.10 539.10 540.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2552.9 2553.9 2554.9 2555.9 2556.9 2557.9 2558.9 2559.9 2560.9 2561.9 2562.9 2563.9 2564.9 2565.9 2566.9 2567.9 2568.9 2569.9 2570.9 2571.9 2572.9 2573.9 2574.9 2575.9 2576.9 2577.9 2578.9 2579.9 2580.9 2581.9 2582.9 2583.9 2584.9 2585.9 2586.9 2587.9 2588.9 2589.9 2590.9 2591.9 2592.9 2593.9 2594.9 2595.9 2596.9 2597.9 2598.9 2599.9 2600.9 2601.9 2602.9 2603.9 2604.9 2605.9 2606.9 2607.9 2608.9 2609.9 2610.9 2611.9 2612.9 2613.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
541.10 542.10 543.10 544.10 545.10 546.10 547.10 548.10 549.10 550.10 551.10 552.10 553.10 554.10 555.10 556.10 557.10 558.10 559.10 560.10 561.10 562.10 563.10 564.10 565.10 566.10 567.10 568.10 569.10 570.10 571.10 572.10 573.10 574.10 575.10 576.10 577.10 578.10 579.10 580.10 581.10 582.10 583.10 584.10 585.10 586.10 587.10 588.10 589.10 590.10 591.10 592.10 593.10 594.10 595.10 596.10 597.10 598.10 599.10 600.10 601.10 602.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2614.9 2615.9 2616.9 2617.9 2618.9 2619.9 2620.9 2621.9 2622.9 2623.9 2624.9 2625.9 2626.9 2627.9 2628.9 2629.9 2630.9 2631.9 2632.9 2633.9 2634.9 2635.9 2636.9 2637.9 2638.9 2639.9 2640.9 2641.9 2642.9 2643.9 2644.9 2645.9 2646.9 2647.9 2648.9 2649.9 2650.9 2651.9 2652.9 2653.9 2654.9 2655.9 2656.9 2657.9 2658.9 2659.9 2660.9 2661.9 2662.9 2663.9 2664.9 2665.9 2666.9 2667.9 2668.9 2669.9 2670.9 2671.9 2672.9 2673.9 2674.9 2675.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
603.10 604.10 605.10 606.10 607.10 608.10 609.10 610.10 611.10 612.10 613.10 614.10 615.10 616.10 617.10 618.10 619.10 620.10 621.10 622.10 623.10 624.10 625.10 626.10 627.10 628.10 629.10 630.10 631.10 632.10 633.10 634.10 635.10 636.10 637.10 638.10 639.10 640.10 641.10 642.10 643.10 644.10 645.10 646.10 647.10 648.10 649.10 650.10 651.10 652.10 653.10 654.10 655.10 656.10 657.10 658.10 659.10 660.10 661.10 662.10 663.10 664.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2676.9 2677.9 2678.9 2679.9 2680.9 2681.9 2682.9 2683.9 2684.9 2685.9 2686.9 2687.9 2688.9 2689.9 2690.9 2691.9 2692.9 2693.9 2694.9 2695.9 2696.9 2697.9 2698.9 2699.9 2700.9 2701.9 2702.9 2703.9 2704.9 2705.9 2706.9 2707.9 2708.9 2709.9 2710.9 2711.9 2712.9 2713.9 2714.9 2715.9 2716.9 2717.9 2718.9 2719.9 2720.9 2721.9 2722.9 2723.9 2724.9 2725.9 2726.9 2727.9 2728.9 2729.9 2730.9 2731.9 2732.9 2733.9 2734.9 2735.9 2736.9 2737.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
665.10 666.10 667.10 668.10 669.10 670.10 671.10 672.10 673.10 674.10 675.10 676.10 677.10 678.10 679.10 680.10 681.10 682.10 683.10 684.10 685.10 686.10 687.10 688.10 689.10 690.10 691.10 692.10 693.10 694.10 695.10 696.10 697.10 698.10 699.10 700.10 701.10 702.10 703.10 704.10 705.10 706.10 707.10 708.10 709.10 710.10 711.10 712.10 713.10 714.10 715.10 716.10 717.10 718.10 719.10 720.10 721.10 722.10 723.10 724.10 725.10 726.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2738.9 2739.9 2740.9 2741.9 2742.9 2743.9 2744.9 2745.9 2746.9 2747.9 2748.9 2749.9 2750.9 2751.9 2752.9 2753.9 2754.9 2755.9 2756.9 2757.9 2758.9 2759.9 2760.9 2761.9 2762.9 2763.9 2764.9 2765.9 2766.9 2767.9 2768.9 2769.9 2770.9 2771.9 2772.9 2773.9 2774.9 2775.9 2776.9 2777.9 2778.9 2779.9 2780.9 2781.9 2782.9 2783.9 2784.9 2785.9 2786.9 2787.9 2788.9 2789.9 2790.9 2791.9 2792.9 2793.9 2794.9 2795.9 2796.9 2797.9 2798.9 2799.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
727.10 728.10 729.10 730.10 731.10 732.10 733.10 734.10 735.10 736.10 737.10 738.10 739.10 740.10 741.10 742.10 743.10 744.10 745.10 746.10 747.10 748.10 749.10 750.10 751.10 752.10 753.10 754.10 755.10 756.10 757.10 758.10 759.10 760.10 761.10 762.10 763.10 764.10 765.10 766.10 767.10 768.10 769.10 770.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2800.9 2801.9 2802.9 2803.9 2804.9 2805.9 2806.9 2807.9 2808.9 2809.9 2810.9 2811.9 2812.9 2813.9 2814.9 2815.9 2816.9 2817.9 2818.9 2819.9 2820.9 2821.9 2822.9 2823.9 2824.9 2825.9 2826.9 2827.9 2828.9 2829.9 2830.9 2831.9 2832.9 2833.9 2834.9 2835.9 2836.9 2837.9 2838.9 2839.9 2840.9 2841.9 2842.9 2843.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 3.0 3.2 1.3 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 1.2 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 4.6 2.9 4.8 0.0 0.0 0.0 0.0 2.7 0.0 1.3 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.3 0.5 0.0 0.2 0.0 1.4 0.0 0.0 0.0 2.3 0.7 0.5 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.08 0.13 0.15 0.07 0.06 0.11 0.12 0.05 0.26 0.31 0.33 0.27 0.13 0.35 0.06 0.13 0.05 0.14 0.09 0.15 0.08 0.16 0.32 0.39 0.34 0.42 0.18 0.45 0.15 0.07 0.06 0.16 N/A N/A N/A N/A 0.71 0.63 0.66 0.75 N/A 0.79 0.05 0.14 0.14 0.05 0.42 0.50 0.50 0.42 0.00 0.08 0.10 0.03 0.52 0.13 0.15 0.07 0.16 0.06 0.65
0.08 0.13 0.15 0.07 0.06 0.11 0.12 0.05 0.26 0.31 0.33 0.27 0.13 0.35 0.06 0.13 0.05 0.14 0.09 0.15 0.08 0.16 0.32 0.39 0.34 0.42 0.18 0.45 0.15 0.07 0.06 0.16 N/A N/A N/A N/A 0.71 0.63 0.66 0.75 N/A 0.79 0.05 0.14 0.14 0.05 0.42 0.50 0.50 0.42 0.00 0.08 0.10 0.03 0.52 0.13 0.15 0.07 0.16 0.06 0.65
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A N/A N/A N/A fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.08
N/A
N/A
0.44
N/A
0.13
N/A
N/A
0.56
N/A
N/A
0.15
N/A
N/A
0.59
N/A
N/A
N/A
0.07
N/A
N/A
0.40
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.51
20.2
N/A
N/A
N/A
N/A
0.12
N/A
N/A
0.53
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.26
N/A
N/A
0.79
20.2
N/A
N/A
N/A
N/A
0.31
N/A
N/A
0.85
20.2
N/A
N/A
N/A
N/A
0.33
N/A
N/A
0.89
20.2
N/A
N/A
N/A
N/A
0.27
N/A
N/A
0.79
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.35
N/A
N/A
0.91
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.35
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.44
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.61
20.2
N/A
N/A
N/A
N/A
0.32
N/A
N/A
0.87
20.2
N/A
N/A
N/A
N/A
0.39
N/A
N/A
0.96
20.2
N/A
N/A
N/A
N/A
0.34
N/A
N/A
0.90
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
1.00
20.2
N/A
N/A
N/A
N/A
0.18
N/A
N/A
0.66
20.2
N/A
N/A
N/A
N/A
0.45
N/A
N/A
1.03
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.41
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.38
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.62
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.71
N/A
N/A
1.29
20.2
N/A
N/A
N/A
N/A
0.63
N/A
N/A
1.22
20.2
N/A
N/A
N/A
N/A
0.66
N/A
N/A
1.25
20.2
N/A
N/A
N/A
N/A
0.75
N/A
N/A
1.33
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.79
N/A
N/A
1.37
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.34
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.34
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
1.00
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.08
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.08
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
1.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.03
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.42
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.25
20.2
N/A
N/A
N/A
N/A
0.52
N/A
N/A
1.11
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.42
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.62
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.38
20.2
N/A
N/A
N/A
N/A
0.65
N/A
N/A
1.24
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.58 0.66 0.57 0.06 N/A 0.10 0.02 0.69 0.15 N/A 0.13 0.03 0.04 N/A 0.14 0.06 0.06 0.00 0.17 0.09 0.10 0.08 0.11 0.13 N/A 0.04 0.03 0.17 0.01 0.09 0.08 0.14 N/A 0.07 0.06 0.11 0.09 0.08 0.13 0.07 0.15 0.11 0.15 0.09 0.16 0.22 0.26 0.22 0.29 0.17 0.30 0.16 0.11 0.10 0.18 0.46 0.42 0.40 0.47 0.29 0.24 0.27
0.58 0.66 0.57 0.06 N/A 0.10 0.02 0.69 0.15 N/A 0.13 0.03 0.04 N/A 0.14 0.06 0.06 0.00 0.17 0.09 0.10 0.08 0.11 0.13 N/A 0.04 0.03 0.17 0.01 0.09 0.08 0.14 N/A 0.07 0.06 0.11 0.09 0.08 0.13 0.07 0.15 0.11 0.15 0.09 0.16 0.22 0.26 0.22 0.29 0.17 0.30 0.16 0.11 0.10 0.18 0.46 0.42 0.40 0.47 0.29 0.24 0.27
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.58
N/A
N/A
1.17
N/A
0.66
N/A
N/A
1.25
N/A
N/A
0.57
N/A
N/A
1.16
N/A
N/A
N/A
0.06
N/A
N/A
0.37
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.02
N/A
N/A
0.19
20.2
N/A
N/A
N/A
N/A
0.69
N/A
N/A
1.28
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.28
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.31
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.58
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.37
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.10
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.63
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.46
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.48
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.43
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.32
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.28
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.64
20.2
N/A
N/A
N/A
N/A
0.01
N/A
N/A
0.12
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.47
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.41
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.40
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.47
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.61
20.2
N/A
N/A
N/A
N/A
0.22
N/A
N/A
0.73
20.2
N/A
N/A
N/A
N/A
0.26
N/A
N/A
0.79
20.2
N/A
N/A
N/A
N/A
0.22
N/A
N/A
0.73
20.2
N/A
N/A
N/A
N/A
0.29
N/A
N/A
0.83
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.63
20.2
N/A
N/A
N/A
N/A
0.30
N/A
N/A
0.84
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.62
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.48
20.2
N/A
N/A
N/A
N/A
0.18
N/A
N/A
0.65
20.2
N/A
N/A
N/A
N/A
0.46
N/A
N/A
1.04
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
0.99
20.2
N/A
N/A
N/A
N/A
0.40
N/A
N/A
0.98
20.2
N/A
N/A
N/A
N/A
0.47
N/A
N/A
1.06
20.2
N/A
N/A
N/A
N/A
0.29
N/A
N/A
0.82
20.2
N/A
N/A
N/A
N/A
0.24
N/A
N/A
0.76
20.2
N/A
N/A
N/A
N/A
0.27
N/A
N/A
0.79
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.34 0.53 0.40 0.05 0.14 0.05 0.13 0.39 0.47 0.39 0.47 N/A 0.07 0.01 0.09 0.49 0.11 0.15 0.07 0.06 0.16 0.57 0.50 0.49 0.58 0.02 N/A N/A 0.05 0.60 0.07 0.05 0.12 0.13 0.04 0.04 0.11 0.11 0.03 0.24 0.30 0.32 0.25 0.11 0.33 0.14 0.06 0.15 0.05 N/A N/A N/A N/A 0.62 0.54 0.64 0.56 N/A 0.66 N/A 0.13 0.04
0.34 0.53 0.40 0.05 0.14 0.05 0.13 0.39 0.47 0.39 0.47 N/A 0.07 0.01 0.09 0.49 0.11 0.15 0.07 0.06 0.16 0.57 0.50 0.49 0.58 0.02 N/A N/A 0.05 0.60 0.07 0.05 0.12 0.13 0.04 0.04 0.11 0.11 0.03 0.24 0.30 0.32 0.25 0.11 0.33 0.14 0.06 0.15 0.05 N/A N/A N/A N/A 0.62 0.54 0.64 0.56 N/A 0.66 N/A 0.13 0.04
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A N/A N/A N/A fc ok fc ok fc ok fc ok N/A fc ok N/A fc ok fc ok
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.34
N/A
N/A
0.89
N/A
0.53
N/A
N/A
1.12
N/A
N/A
0.40
N/A
N/A
0.97
N/A
N/A
N/A
0.05
N/A
N/A
0.33
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.33
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.39
N/A
N/A
0.96
20.2
N/A
N/A
N/A
N/A
0.47
N/A
N/A
1.06
20.2
N/A
N/A
N/A
N/A
0.39
N/A
N/A
0.97
20.2
N/A
N/A
N/A
N/A
0.47
N/A
N/A
1.05
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.40
20.2
N/A
N/A
N/A
N/A
0.01
N/A
N/A
0.17
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.49
N/A
N/A
1.07
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.40
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.37
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.61
20.2
N/A
N/A
N/A
N/A
0.57
N/A
N/A
1.16
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.09
20.2
N/A
N/A
N/A
N/A
0.49
N/A
N/A
1.08
20.2
N/A
N/A
N/A
N/A
0.58
N/A
N/A
1.17
20.2
N/A
N/A
N/A
N/A
0.02
N/A
N/A
0.20
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.33
20.2
N/A
N/A
N/A
N/A
0.60
N/A
N/A
1.19
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.41
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.33
20.2
N/A
N/A
N/A
N/A
0.12
N/A
N/A
0.54
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.31
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.30
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.51
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.29
20.2
N/A
N/A
N/A
N/A
0.24
N/A
N/A
0.75
20.2
N/A
N/A
N/A
N/A
0.30
N/A
N/A
0.85
20.2
N/A
N/A
N/A
N/A
0.32
N/A
N/A
0.87
20.2
N/A
N/A
N/A
N/A
0.25
N/A
N/A
0.76
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.33
N/A
N/A
0.89
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.58
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.34
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.62
N/A
N/A
1.21
20.2
N/A
N/A
N/A
N/A
0.54
N/A
N/A
1.13
20.2
N/A
N/A
N/A
N/A
0.64
N/A
N/A
1.23
20.2
N/A
N/A
N/A
N/A
0.56
N/A
N/A
1.15
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.66
N/A
N/A
1.25
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.30
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4004.7 269.2 0.0 0.0 1959.8 0.0 2027.7 1766.3 832.5 132.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A bolts unsafe bolts unsafe N/A N/A bolts unsafe N/A bolts unsafe bolts unsafe bolts unsafe bolts unsafe N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts fail Bolts fail Bolts OK Bolts OK Bolts fail Bolts OK Bolts fail Bolts fail Bolts fail Bolts fail Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A -1780.63 -235.88 N/A N/A -1918.42 N/A -1160.45 -1052.06 -766.88 -108.40 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.03 0.02 0.19 0.11 0.10 N/A 0.06 N/A N/A 0.11 N/A 0.13 N/A 0.03 0.04 0.06 N/A N/A N/A 0.18 0.01 0.09 0.10 N/A 0.10 0.15 0.11 0.17 0.09 0.44 0.40 0.45 0.38 0.29 0.25 0.34 0.27 0.50 0.41 1780.63 235.88 6.88 6.42 1918.42 1.94 1160.45 1052.06 766.88 108.40 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.03 0.02 0.19 0.11 0.10 N/A 0.06 N/A N/A 0.11 N/A 0.13 N/A 0.03 0.04 0.06 N/A N/A N/A 0.18 0.01 0.09 0.10 N/A 0.10 0.15 0.11 0.17 0.09 0.44 0.40 0.45 0.38 0.29 0.25 0.34 0.27 0.50 0.41 1780.63 235.88 6.88 6.42 1918.42 1.94 1160.45 1052.06 766.88 108.40 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok fc ok N/A fc ok N/A N/A fc ok N/A fc ok N/A fc ok fc ok fc ok N/A N/A N/A fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok unsafe unsafe fc ok fc ok unsafe fc ok unsafe unsafe unsafe unsafe N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.03
N/A
N/A
0.26
N/A
0.02
N/A
N/A
0.23
N/A
N/A
0.19
N/A
N/A
0.67
N/A
N/A
N/A
0.11
N/A
N/A
0.51
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.51
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.25
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.29
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.18
N/A
N/A
0.65
20.2
N/A
N/A
N/A
N/A
0.01
N/A
N/A
0.17
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.46
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.48
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.63
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.44
N/A
N/A
1.02
20.2
N/A
N/A
N/A
N/A
0.40
N/A
N/A
0.97
20.2
N/A
N/A
N/A
N/A
0.45
N/A
N/A
1.03
20.2
N/A
N/A
N/A
N/A
0.38
N/A
N/A
0.95
20.2
N/A
N/A
N/A
N/A
0.29
N/A
N/A
0.83
20.2
N/A
N/A
N/A
N/A
0.25
N/A
N/A
0.77
20.2
N/A
N/A
N/A
N/A
0.34
N/A
N/A
0.90
20.2
N/A
N/A
N/A
N/A
0.27
N/A
N/A
0.80
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.09
20.2
N/A
N/A
N/A
N/A
0.41
N/A
N/A
0.98
20.2
N/A
N/A
N/A
N/A
1758.90
N/A
N/A
64.50
20.2
N/A
N/A
N/A
N/A
229.72
N/A
N/A
23.31
20.2
N/A
N/A
N/A
N/A
6.88
N/A
N/A
4.03
20.2
N/A
N/A
N/A
N/A
6.42
N/A
N/A
3.90
20.2
N/A
N/A
N/A
N/A
1865.48
N/A
N/A
66.43
20.2
N/A
N/A
N/A
N/A
1.94
N/A
N/A
2.14
20.2
N/A
N/A
N/A
N/A
1138.99
N/A
N/A
51.91
20.2
N/A
N/A
N/A
N/A
1031.69
N/A
N/A
49.40
20.2
N/A
N/A
N/A
N/A
746.33
N/A
N/A
42.02
20.2
N/A
N/A
N/A
N/A
105.68
N/A
N/A
15.81
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.91
455.0
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.67
737.0
455.0
15
-2.13
0.0
N/A
737.0
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.61
813.1
813.1
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.98
378.8
378.8
15
-2.16
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
363.5
363.5
15
N/A
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.78
606.6
606.6
N/A
15
-2.09
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.12
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.73
671.1
N/A
671.1
15
-2.07
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.04
N/A
298.9
298.9
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.26
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
-5.04
1482.7
1482.7
15
-1.82
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.31
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-4.84
1725.3
1725.3
15
-1.75
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.33
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
-4.72
1862.3
1862.3
15
-1.70
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.27
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-5.03
1489.7
1489.7
15
-1.82
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.68
723.1
723.1
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.35
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.65
1939.4
1939.4
15
-1.68
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.03
314.0
314.0
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.67
741.1
741.1
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.06
284.2
284.2
15
-2.19
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.64
771.0
771.0
15
-2.04
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
488.9
488.9
15
-2.12
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.57
855.6
855.6
15
-2.01
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.90
463.3
463.3
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.55
881.2
881.2
15
-2.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.32
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.77
1804.8
1804.8
15
-1.72
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.39
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.46
2173.3
2173.3
15
-1.61
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.34
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.66
1927.1
1927.1
15
-1.68
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.31
2344.8
2344.8
15
-1.56
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.18
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.43
1019.5
1019.5
15
-1.96
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.45
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.15
2535.6
2535.6
15
-1.50
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.57
861.9
861.9
15
-2.01
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.96
392.5
392.5
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.01
342.5
342.5
15
-2.17
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.52
911.8
911.8
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.71
17225.1
17225.1
N/A
N/A
1.5
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-0.83
6540.8
6540.8
N/A
N/A
3.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.55
20897.9
20897.9
N/A
N/A
3.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
26.19
42333.5
42333.5
N/A
N/A
1.3
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.71
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-2.97
3952.7
3952.7
15
-1.07
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.63
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.30
3548.1
3548.1
15
-1.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.66
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.18
3691.5
3691.5
15
-1.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.75
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-2.78
4180.2
4180.2
15
-1.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
5.87
14869.5
14869.5
N/A
N/A
0.6
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.79
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-2.57
4432.1
4432.1
15
-0.93
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.07
269.9
269.9
15
-2.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-300.24
756.2
756.2
15
-108.44
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.65
760.3
760.3
15
-2.04
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.07
265.7
265.7
15
-2.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.30
2357.0
2357.0
15
-1.55
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.95
2776.9
2776.9
15
-1.43
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.95
2779.3
2779.3
15
-1.43
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.31
2354.4
2354.4
15
-1.55
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.00
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.30
2.3
2.3
15
-2.27
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.94
420.4
420.4
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.82
566.6
566.6
15
-2.10
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.18
142.5
142.5
15
-2.23
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.52
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.84
2905.9
2905.9
15
-1.39
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.67
743.9
743.9
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.57
852.7
852.7
15
-2.01
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.95
408.5
408.5
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.52
911.4
911.4
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.00
349.7
349.7
15
-2.17
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.65
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.24
3626.3
3626.3
15
-1.17
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.58
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.56
3243.5
1.122
0.66
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.20
3676.2
3243.5
15
-1.29
0.0
N/A
3676.2
15
-1.15
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.57
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.60
3193.4
3193.4
15
-1.30
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.02
331.5
331.5
15
-2.17
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.79
2969.3
2969.3
N/A
N/A
N/A
0.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.81
569.9
569.9
N/A
15
-2.10
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.02
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.22
88.6
N/A
88.6
15
-2.25
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.69
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.03
N/A
3878.5
3878.5
15
-1.09
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
-5.59
832.6
832.6
15
-2.02
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-4.24
2429.7
2429.7
N/A
N/A
1.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
-5.67
740.9
740.9
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-6.14
180.7
180.7
15
-2.22
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.10
228.4
228.4
15
-2.20
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.08
24240.6
24240.6
N/A
N/A
0.4
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.61
804.5
804.5
15
-2.03
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.02
322.9
322.9
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
363.5
363.5
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
0.00
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.28
25.2
25.2
15
-2.27
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.49
947.2
947.2
15
-1.98
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.87
501.5
501.5
15
-2.12
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.84
542.6
542.6
15
-2.11
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.92
439.1
439.1
15
-2.14
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
635.6
635.6
15
-2.08
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.66
747.8
747.8
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.54
16998.0
16998.0
N/A
N/A
1.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.10
235.3
235.3
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.14
187.6
187.6
15
-2.22
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.49
954.9
954.9
15
-1.98
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.01
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.27
32.3
32.3
15
-2.26
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
513.9
513.9
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.90
473.4
473.4
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.61
811.0
811.0
15
-2.03
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.80
22545.4
22545.4
N/A
N/A
0.4
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.96
402.3
402.3
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
361.1
361.1
15
-2.16
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.79
593.7
593.7
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
486.6
486.6
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.89
474.0
474.0
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.68
727.4
727.4
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.97
381.2
381.2
15
-2.16
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.60
820.3
820.3
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.79
597.3
597.3
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.60
815.7
815.7
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
518.3
518.3
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.54
894.7
894.7
15
-2.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.22
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.23
1259.1
1259.1
15
-1.89
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.26
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.04
1477.5
1477.5
15
-1.82
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.22
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-300.66
1247.2
1247.2
15
-108.59
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.29
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.92
1623.7
1623.7
15
-1.78
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.50
936.9
936.9
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.30
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.86
1690.2
1690.2
15
-1.76
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.52
914.4
914.4
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
638.3
638.3
15
-2.08
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.83
547.8
547.8
15
-2.11
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.18
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.44
1004.9
1004.9
15
-1.97
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.46
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.12
2573.3
2573.3
15
-1.49
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.32
2335.7
2335.7
15
-1.56
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.40
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.39
2258.7
2258.7
15
-1.58
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.47
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.06
2650.1
2650.1
15
-1.47
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.29
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.94
1603.5
1603.5
15
-1.78
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.24
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.14
1365.2
1365.2
15
-1.86
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.27
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.03
1489.9
1489.9
15
-1.82
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.34
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.70
1882.7
1.122
0.53
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.81
2947.6
1882.7
15
-1.70
0.0
N/A
2947.6
15
-1.37
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.40
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.40
2245.2
2245.2
15
-1.59
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
253.7
253.7
15
-2.20
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.65
757.1
757.1
15
N/A
-2.04
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
259.9
259.9
N/A
15
-2.19
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.66
751.0
N/A
751.0
15
-2.04
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.39
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.43
N/A
2204.1
2204.1
15
-1.60
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.47
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
-4.07
2638.4
2638.4
15
-1.47
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.39
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-4.43
2210.5
2210.5
15
-1.60
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.47
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
-4.07
2632.1
2632.1
15
-1.47
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-4.31
2354.0
2354.0
N/A
N/A
0.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.98
369.5
369.5
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.01
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-299.66
68.0
68.0
15
-108.22
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
489.1
489.1
15
-2.12
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.49
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.99
2728.7
2728.7
15
-1.44
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
630.4
630.4
15
-2.08
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.58
841.1
841.1
15
-2.02
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.98
371.3
371.3
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.02
323.5
323.5
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.54
888.9
888.9
15
-2.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.57
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.59
3203.4
3203.4
15
-1.30
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.93
2798.8
2798.8
15
-1.42
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.49
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.97
2758.1
2758.1
15
-1.43
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.58
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.56
3244.2
3244.2
15
-1.29
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.02
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.22
90.1
90.1
15
-2.25
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
2.02
10036.2
10036.2
N/A
N/A
1.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
29.57
47222.5
47222.5
N/A
N/A
0.8
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
258.2
258.2
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.60
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.48
3336.3
3336.3
15
-1.26
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.96
391.9
391.9
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
254.5
254.5
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.12
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.71
694.1
694.1
15
-2.06
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.69
719.1
719.1
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.10
229.5
229.5
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.11
217.1
217.1
15
-2.21
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.79
594.3
594.3
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.77
615.9
615.9
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.13
195.6
195.6
15
-2.21
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.24
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-393.17
144794.1
144794.1
0
-142.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.30
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.86
1697.9
1697.9
15
-1.75
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.32
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.77
1802.4
1802.4
15
-1.72
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.25
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.12
1382.3
1382.3
15
-1.85
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
638.3
638.3
15
-2.08
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.33
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.73
1854.9
1854.9
15
-1.71
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.63
786.0
786.0
15
-2.03
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.03
312.9
312.9
15
-2.18
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.59
832.9
832.9
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.07
265.9
265.9
15
-2.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
5.62
14551.9
14551.9
N/A
N/A
3.1
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
5.62
14551.9
14551.9
N/A
N/A
4.6
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.20
12759.7
12759.7
N/A
N/A
2.9
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.85
18694.7
18694.7
N/A
N/A
4.8
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.62
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.38
3454.9
3454.9
15
-1.22
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.54
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.72
3047.9
3047.9
15
-1.34
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.64
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.26
3605.8
3605.8
15
-1.18
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.56
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.66
3119.5
3119.5
15
-1.32
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
6.68
15905.6
15905.6
N/A
N/A
2.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.66
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.18
3694.7
3694.7
15
-1.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.85
17397.2
17397.2
N/A
N/A
1.3
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.68
721.7
721.7
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.12
206.7
206.7
15
-2.21
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.16
158.0
1.122
0.02
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.20
120.5
158.0
15
-2.23
0.0
N/A
120.5
15
-2.24
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.19
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.41
1047.7
1047.7
15
-1.95
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.78
604.8
604.8
15
-2.09
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.82
563.4
563.4
15
N/A
-2.10
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-7.54
-1456.3
-1456.3
N/A
N/A
N/A
2.1
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
359.5
N/A
359.5
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.77
N/A
1805.6
1805.6
N/A
N/A
0.3
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
5.08
13862.3
13862.3
N/A
N/A
0.5
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-5.77
620.8
620.8
15
-2.08
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
2.75
10937.3
10937.3
N/A
N/A
0.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-5.69
716.7
716.7
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.94
17516.5
17516.5
N/A
N/A
1.4
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.17
153.0
153.0
15
-2.23
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.13
201.7
201.7
15
-2.21
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.03
310.5
310.5
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.85
18695.9
18695.9
N/A
N/A
2.3
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.20
12760.0
12760.0
N/A
N/A
0.7
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
6.54
15719.6
15719.6
N/A
N/A
0.5
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.18
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.45
997.0
997.0
15
-1.97
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.01
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.24
71.0
71.0
15
-2.25
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
511.2
511.2
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.83
553.1
553.1
15
-2.10
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
6.68
15905.7
15905.7
N/A
N/A
0.4
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.82
563.3
563.3
15
-2.10
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.58
849.8
849.8
15
-2.01
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.80
590.7
590.7
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.49
951.1
951.1
15
-1.98
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
489.4
489.4
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.44
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.23
2444.6
2444.6
15
-1.53
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.40
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.42
2221.4
2221.4
15
-1.60
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.45
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.16
2530.5
2530.5
15
-1.50
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.38
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.49
2135.6
2135.6
15
-1.62
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.29
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.93
1616.6
1616.6
15
-1.78
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.25
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.12
1393.3
1393.3
15
-1.85
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.34
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-403.62
165306.1
165306.1
0
-145.77
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.27
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.01
1513.4
1513.4
15
-1.81
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.91
2823.2
2823.2
15
-1.41
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.41
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.38
2269.7
2269.7
15
-1.58
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1737.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.15
20386.1
20386.1
15
3.67
4004.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
223.57
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.18
19112.6
19112.6
15
3.31
269.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
6.88
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.71
19802.2
19802.2
15
3.51
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
6.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.63
19695.9
19695.9
15
3.48
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1812.54
N/A
N/A
N/A
205.8
209.6
9.4
14.2
12.50
23468.0
23468.0
15
4.51
1959.8
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1.94
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.86
20000.0
20000.0
15
3.56
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1117.53
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.71
22430.7
22430.7
15
4.23
2027.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1011.33
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.66
21039.7
21039.7
15
3.85
1766.3
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
725.78
N/A
N/A
N/A
205.8
209.6
9.4
14.2
2.25
10315.3
10315.3
15
0.81
832.5
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
102.97
N/A
N/A
N/A
205.8
209.6
9.4
14.2
2.52
10651.8
10651.8
15
0.91
132.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.45
13070.8
13070.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
15.83
27924.2
27924.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.20
20439.8
20439.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.20
20438.7
20438.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.21
12774.5
12774.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
12.79
23851.5
23851.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.54
18289.1
18289.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.53
18271.7
18271.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.7
54168.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.37
12974.9
12974.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
514.4
514.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-0.70
6692.8
6692.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-0.70
6693.7
6693.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.39
24651.9
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.77
13472.9
24651.9
N/A
N/A
0.0
N/A
13472.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.11
19025.3
19025.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.11
19026.2
19026.2
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
17.34
29968.7
29968.7
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.92
18785.4
18785.4
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.11
24275.8
N/A
24275.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.17
N/A
24357.6
24357.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
17.35
29976.5
29976.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
8.92
18781.9
18781.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
13.11
24277.8
24277.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
13.17
24360.0
24360.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
17.79
30583.1
30583.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
17.90
30734.4
30734.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
16.22
28447.0
28447.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.98
22774.6
22774.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
14.10
25602.0
25602.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
14.10
25602.5
25602.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
14.67
26359.5
26359.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.89
22659.5
22659.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.28
24505.3
24505.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.28
24509.4
24509.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.8
54167.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.9
54165.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.5
54165.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.6
54170.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.1
54171.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.6
54171.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.2
54172.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
N/A
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.6
54172.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.3
54172.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.1
54172.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.8
54171.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.6
54171.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.3
54171.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.1
54171.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.9
54170.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.8
54170.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.6
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.4
54170.6
N/A
N/A
0.0
N/A
54170.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.1
54170.1
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
N/A
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.1
54165.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.0
54166.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.7
54166.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.2
54167.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.7
54167.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.1
54168.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.4
54168.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.6
54168.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
54168.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.5
54172.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.1
54172.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.8
54170.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.5
54171.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.4
54172.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
54168.8
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
54168.8
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
N/A
54168.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54168.7
54168.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54168.7
54168.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54168.6
54168.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54168.5
54168.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54168.4
54168.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.3
54168.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.2
54168.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.0
54168.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.9
54167.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.7
54167.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.5
54167.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.3
54167.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.0
54167.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.7
54166.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.4
54166.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.0
54166.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.6
54165.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.1
54165.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.2
54170.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.5
54170.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.7
54170.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54171.0
54171.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.2
54171.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.5
54171.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.8
54171.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.2
54172.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.6
54172.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
N/A
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.2
54170.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.2
54170.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.8
54170.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54171.0
54171.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.4
54172.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.1
54170.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.5
54170.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54171.0
54171.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.7
54171.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.5
54172.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.1
54172.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.0
N/A
N/A
0.0
N/A
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.2
54171.2
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
N/A
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
N/A
54171.4
54171.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.27
54172.2
54172.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.9
54171.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
0.0 ######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
a1 / b1
Px
For 2 -bolts
Py
Mx
My
tx
ty
dw
Fo
df
Pw
Ew
Mw
thk(near web)
dw
df
d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95.3
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.5
181
142
3.0
95
90.6
191
191
1.5
181.2
284.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
3.0
181
287
4.3
95
90.6
191
191
3.0
181.2
573.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
3.2
181
302
4.4
95
90.6
191
191
3.2
181.2
604.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.3
181
127
2.9
95
90.6
191
191
1.3
181.2
254.7
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.6
181
59
1.9
95
90.6
191
191
0.6
181.2
117.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.2
181
18
1.1
95
90.6
191
191
0.2
181.2
36.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.2
181
119
2.8
95
90.6
191
191
1.2
181.2
237.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.4
181
42
1.6
95
90.6
191
191
0.4
181.2
84.4
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.2
181
116
2.7
95
90.6
191
191
1.2
181.2
232.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.4
181
40
1.6
95
90.6
191
191
0.4
181.2
79.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.2
181
22
1.2
95
90.6
191
191
0.2
181.2
44.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.2
181
112
2.7
95
90.6
191
191
1.2
181.2
224.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.8
181
81
2.3
95
90.6
191
191
0.8
181.2
161.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
3.1
181
294
4.3
95
90.6
191
191
3.1
181.2
588.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
4.6
181
440
5.3
95
90.6
191
191
4.6
181.2
879.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.9
181
280
4.2
95
90.6
191
191
2.9
181.2
559.7
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
4.8
181
454
5.4
95
90.6
191
191
4.8
181.2
908.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.7
181
261
4.1
95
90.6
191
191
2.7
181.2
521.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.3
181
128
2.9
95
90.6
191
191
1.3
181.2
255.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.1
181
202
3.6
95
90.6
191
191
2.1
181.2
404.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.3
181
29
1.4
95
90.6
191
191
0.3
181.2
57.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.5
181
44
1.7
95
90.6
191
191
0.5
181.2
87.6
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.2
181
22
1.2
95
90.6
191
191
0.2
181.2
43.6
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.4
181
129
2.9
95
90.6
191
191
1.4
181.2
258.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.3
181
220
3.8
95
90.6
191
191
2.3
181.2
440.7
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.7
181
62
2.0
95
90.6
191
191
0.7
181.2
124.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.5
181
47
1.7
95
90.6
191
191
0.5
181.2
94.6
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.4
181
42
1.6
95
90.6
191
191
0.4
181.2
84.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
4004.7
181
381644
156.3
95
90.6
191
191
4004.7
181.2
763288.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
269.2
181
25658
40.5
95
90.6
191
191
269.2
181.2
51316.4
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1959.8
181
186768
109.3
95
90.6
191
191
1959.8
181.2
373536.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2027.7
181
193244
111.2
95
90.6
191
191
2027.7
181.2
386487.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1766.3
181
168331
103.8
95
90.6
191
191
1766.3
181.2
336662.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
832.5
181
79337
71.2
95
90.6
191
191
832.5
181.2
158673.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
132.7
181
12645
28.4
95
90.6
191
191
132.7
181.2
25289.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Gusset plate Design
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
thk(near web)
Mom ent
Cantilever
t
mm
KN-m
Length
mm
mm
N/A
N/A
N/A
N/A
N/A
0.44
N/A
N/A
N/A
N/A
N/A
0.56
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
W2
W1
press.
Dg
adopted
N/m m
N/m m
N-m
mm
mm
0.0
0.0
0.0
0.0
0
37.1
135
N/A
0.0
0.0
0.0
0.0
0
37
135
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
0.53
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.85
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.89
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.91
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.35
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.44
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.61
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.87
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.96
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.90
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.66
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.41
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.38
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.62
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.02
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.28
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.40
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.85
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.29
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.22
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.93
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.34
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.34
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.42
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.11
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.42
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.62
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.38
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.24
0.0
0.0
0.0
0.0
0
37
135
N/A
20.2
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
1.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
1.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.16
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.19
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.28
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.75
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.28
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.31
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.64
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.58
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.10
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.63
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.46
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.48
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.43
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.73
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.32
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.28
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.64
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.12
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.47
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.59
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.41
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.47
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.61
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.73
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.73
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.83
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.63
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.84
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.62
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.48
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.65
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.04
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.99
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.98
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.06
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.82
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.76
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.89
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
1.12
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.97
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.96
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.06
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.97
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.05
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.20
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.07
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.61
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.16
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.09
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.20
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.68
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.28
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.19
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.41
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.54
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.31
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.30
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.29
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.75
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.85
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.87
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.76
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.89
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.58
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.34
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.34
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5.30
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.23
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5.39
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.21
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.13
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.23
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.15
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.08
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.86
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.30
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.26
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.23
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.67
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.60
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.36
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.67
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.18
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.88
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.29
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.75
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.99
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.74
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.65
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.46
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.48
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.64
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.63
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.02
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.97
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.95
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.83
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.77
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.90
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.80
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.09
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.98
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
156.27
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
40.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.90
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
109.32
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
111.20
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
103.78
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
71.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
28.44
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
3.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
3.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.6
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.8
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
3.1
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
4.6
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.9
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
4.8
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.1
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
4004.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
269.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
1959.8
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
2027.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
1766.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
832.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
132.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
3.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
3.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.6
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -2.6 -4.2 -4.7 -2.2 -2.1 -3.5 -3.9 -1.7 -8.5 -9.9 -10.7 -8.5 -4.1 -11.1 -1.8 -4.3 -1.6 -4.4 -2.8 -4.9 -2.7 -5.1 -10.4 -12.5 -11.1 -13.5 -5.8 -14.5 -4.9 -2.3 -2.0 -5.2 2.3 4.6 4.8 2.0 -22.7 -20.4 -21.2 -24.0 0.9 -25.4 -1.5 -4.3 -4.4 -1.5 -13.5 -15.9 -15.9 -13.5 0.0 -2.4 -3.3 -0.8 -16.7 -4.3 -4.9 -2.3 -5.2 -2.0 -20.8
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.03 0.07 0.07 0.03 N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Max Weld size
mm 17.04
Co-existant shear
KN 2.9 4.8 5.9 2.0 13.3 8.0 11.7 10.4 13.0 18.1 17.6 14.8 10.3 17.1 3.0 4.1 2.6 4.6 20.7 19.5 22.8 17.0 23.9 25.7 22.3 27.9 19.0 26.2 3.6 1.9 3.3 5.1 32.6 33.8 36.5 29.8 37.1 35.4 33.4 39.8 32.3 37.6 2.6 4.1 4.4 2.8 6.3 1.4 5.3 4.0 6.2 11.3 10.9 8.1 3.3 10.2 3.4 1.7 4.9 3.5 15.7
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 2.7 2.8 1.2 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -18.6 -21.1 -18.3 -1.9 0.3 -3.3 -0.5 -22.3 -4.8 1.9 -4.3 -1.0 -1.3 0.7 -4.6 -1.9 -2.1 -0.1 -5.4 -2.9 -3.1 -2.5 -3.6 -4.3 1.9 -1.4 -1.1 -5.5 -0.2 -2.9 -2.7 -4.7 0.6 -2.3 -2.1 -3.4 -2.8 -2.7 -4.2 -2.2 -4.7 -3.4 -4.7 -3.0 -5.1 -7.2 -8.5 -7.2 -9.3 -5.4 -9.7 -5.2 -3.7 -3.1 -5.8 -14.8 -13.4 -13.0 -15.2 -9.2 -7.8 -8.5
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A 0.00 N/A N/A N/A N/A 0.03 N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.03 N/A N/A N/A N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Max Weld size
mm
Co-existant shear
KN 18.3 19.7 14.3 18.6 14.9 15.6 18.7 16.9 17.4 3.0 3.0 0.9 0.9 8.2 3.1 5.8 5.6 2.7 7.7 5.2 5.3 5.6 5.2 3.0 2.9 0.9 0.9 2.6 7.6 5.1 5.3 7.3 2.1 4.9 4.7 5.1 4.7 3.3 4.9 1.8 6.1 14.9 10.1 11.0 14.4 11.2 16.7 13.8 15.4 12.7 15.2 3.8 3.1 1.5 6.0 9.8 8.2 6.2 11.6 8.9 9.5 6.9
Uplift on web
0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.8
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
3.1
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
4.6
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.9
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
4.8
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -10.8 -16.9 -12.9 -1.5 -4.3 -1.5 -4.3 -12.6 -15.1 -12.7 -15.1 0.4 -2.1 -0.4 -2.8 -15.7 -3.6 -4.8 -2.1 -1.9 -5.1 -18.4 -16.1 -15.8 -18.6 -0.5 1.8 1.3 -1.5 -19.1 -2.2 -1.5 -4.0 -4.1 -1.3 -1.2 -3.4 -3.5 -1.1 -7.6 -9.7 -10.3 -7.9 -3.7 -10.6 -4.5 -1.8 -4.8 -1.5 4.7 7.1 4.5 7.3 -19.8 -17.5 -20.7 -17.9 4.2 -21.2 2.0 -4.1 -1.2
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.03 0.02 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.07 0.10 0.06 0.10 N/A N/A N/A N/A 0.06 N/A 0.03 N/A N/A
Max Weld size
mm
Co-existant shear
KN 13.2 11.0 12.7 2.6 4.1 2.7 4.4 8.5 3.3 5.9 7.1 6.9 12.4 9.2 11.4 5.5 10.8 3.4 1.9 3.3 5.0 13.5 16.1 12.2 17.5 15.9 12.1 15.8 13.1 14.8 14.4 3.1 4.1 4.5 2.6 20.8 20.2 17.3 23.2 23.2 24.3 26.8 20.9 19.5 24.7 3.5 2.0 4.8 3.5 32.3 33.9 29.8 36.3 35.5 33.7 38.0 31.7 32.4 35.5 3.0 3.0 0.9
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.8 4.1 2.6 4.2 0.0 0.0 0.0 0.0 2.4 0.0 1.2 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.1
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
4004.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
269.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1959.8
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2027.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1766.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
832.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
132.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -0.9 -0.7 -6.0 -3.5 -3.2 3.3 -2.1 0.5 0.7 -3.6 0.3 -4.1 2.1 -0.9 -1.2 -1.8 3.5 1.0 0.8 -5.7 -0.4 -2.9 -3.2 0.7 -3.2 -4.9 -3.4 -5.5 -2.8 -14.0 -12.7 -14.5 -12.3 -9.3 -8.0 -11.0 -8.7 -16.2 -13.0 214.6 -307.1 -41.8 -50.7 1199.5 -149.9 521.6 528.0 489.8 30.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A N/A 0.05 N/A 0.01 0.01 N/A 0.00 N/A 0.03 N/A N/A N/A 0.05 0.01 0.01 N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.05 N/A N/A N/A 17.04 N/A 7.41 7.50 6.96 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.9 6.5 1.4 3.9 4.1 1.2 6.2 3.9 3.7 3.9 3.7 3.0 3.0 0.9 0.9 4.3 9.4 7.0 6.8 8.8 3.6 6.2 6.3 6.8 6.2 4.0 3.1 6.6 0.8 11.2 10.4 13.7 7.8 10.1 9.3 13.8 7.9 13.5 14.0 19.9 9.7 6.7 5.1 75.6 5.4 40.2 40.1 27.6 10.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 1.9 0.0 0.3 0.4 0.0 0.2 0.0 1.2 0.0 0.0 0.0 2.1 0.6 0.4 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
2.9 4.8 5.9 2.0 13.3 8.0 11.7 10.4 13.0 18.1 17.6 14.8 10.3 17.1 3.0 4.1 2.6 4.6 20.7 19.5 22.8 17.0 23.9 25.7 22.3 27.9 19.0 26.2 3.6 1.9 3.3 5.1 33.9 36.5 39.3 31.0 37.1 35.4 33.4 39.8 32.8 37.6 2.6 4.1 4.4 2.8 6.3 1.4 5.3 4.0 6.2 11.3 10.9 8.1 3.3 10.2 3.4 1.7 4.9 3.5 15.7
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.05 0.08 0.09 0.03 0.21 0.13 0.19 0.16 0.21 0.29 0.28 0.23 0.16 0.27 0.05 0.06 0.04 0.07 0.33 0.31 0.36 0.27 0.38 0.40 0.35 0.44 0.30 0.41 0.06 0.03 0.05 0.08 0.51 0.53 0.58 0.47 0.58 0.56 0.53 0.63 0.51 0.59 0.04 0.06 0.07 0.04 0.10 0.02 0.08 0.06 0.10 0.18 0.17 0.13 0.05 0.16 0.05 0.03 0.08 0.06 0.25
Max Weld size
1.19
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
18.3 19.7 14.3 18.6 15.0 15.6 18.7 16.9 17.4 4.1 3.0 0.9 0.9 8.6 3.1 5.8 5.6 2.7 7.7 5.2 5.3 5.6 5.2 3.0 4.0 0.9 0.9 2.6 7.6 5.1 5.3 7.3 2.5 4.9 4.7 5.1 4.7 3.3 4.9 1.8 6.1 14.9 10.1 11.0 14.4 11.2 16.7 13.8 15.4 12.7 15.2 3.8 3.1 1.5 6.0 9.8 8.2 6.2 11.6 8.9 9.5 6.9
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.29 0.31 0.23 0.29 0.23 0.25 0.30 0.27 0.27 0.05 0.05 0.01 0.01 0.13 0.05 0.09 0.09 0.04 0.12 0.08 0.08 0.09 0.08 0.05 0.05 0.01 0.01 0.04 0.12 0.08 0.08 0.12 0.03 0.08 0.07 0.08 0.07 0.05 0.08 0.03 0.10 0.24 0.16 0.17 0.23 0.18 0.26 0.22 0.24 0.20 0.24 0.06 0.05 0.02 0.10 0.15 0.13 0.10 0.18 0.14 0.15 0.11
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
13.2 11.0 12.7 2.6 4.1 2.7 4.4 8.5 3.3 5.9 7.1 7.1 12.4 9.2 11.4 5.5 10.8 3.4 1.9 3.3 5.0 13.5 16.1 12.2 17.5 15.9 13.1 16.6 13.1 14.8 14.4 3.1 4.1 4.5 2.6 20.8 20.2 17.3 23.2 23.2 24.3 26.8 20.9 19.5 24.7 3.5 2.0 4.8 3.5 35.0 38.0 32.4 40.5 35.5 33.7 38.0 31.7 34.8 35.5 4.2 3.0 0.9
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.21 0.17 0.20 0.04 0.07 0.04 0.07 0.13 0.05 0.09 0.11 0.11 0.19 0.15 0.18 0.09 0.17 0.05 0.03 0.05 0.08 0.21 0.25 0.19 0.28 0.25 0.19 0.25 0.21 0.23 0.23 0.05 0.06 0.07 0.04 0.33 0.32 0.27 0.37 0.37 0.38 0.42 0.33 0.31 0.39 0.06 0.03 0.08 0.06 0.51 0.53 0.47 0.57 0.56 0.53 0.60 0.50 0.51 0.56 0.05 0.05 0.01
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.9 6.5 1.4 3.9 4.1 3.1 6.2 4.1 4.1 3.9 3.9 3.0 4.2 0.9 0.9 4.3 11.4 7.5 7.2 8.8 3.6 6.2 6.3 7.2 6.2 4.0 3.1 6.6 0.8 11.2 10.4 13.7 7.8 10.1 9.3 13.8 7.9 13.5 14.0 19.9 9.7 6.7 5.1 75.6 5.4 40.2 40.1 27.6 10.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.01 0.10 0.02 0.06 0.06 0.02 0.10 0.06 0.06 0.06 0.06 0.05 0.05 0.01 0.01 0.07 0.15 0.11 0.11 0.14 0.06 0.10 0.10 0.11 0.10 0.06 0.05 0.10 0.01 0.18 0.16 0.22 0.12 0.16 0.15 0.22 0.13 0.21 0.22 0.31 0.15 0.11 0.08 1.19 0.09 0.63 0.63 0.43 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
Shear and Interaction ratio
Weld size to be adopted
mm 17.04
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
2.7
92
2.92
86.30
46.00
4.4
92
4.80
86.30
46.00
4.88
92
5.94
86.30
2.27
92
2.02
86.30
2.2
92
13.34
3.6
92
4.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.03
0.0
1.46
No
OK
0.00
0.032
Bolts OK
0.05
0.0
2.40
No
OK
0.00
0.052
Bolts OK
46.00
0.06
0.0
2.97
No
OK
0.00
0.065
Bolts OK
46.00
0.02
0.0
1.01
No
OK
0.00
0.022
Bolts OK
86.30
46.00
0.15
0.0
6.67
No
OK
0.00
0.145
Bolts OK
7.95
86.30
46.00
0.09
0.0
3.98
No
OK
0.00
0.086
Bolts OK
92
11.75
86.30
46.00
0.13
0.0
5.87
No
OK
0.00
0.128
Bolts OK
1.8
92
10.42
86.30
46.00
0.11
0.0
5.21
No
OK
0.00
0.113
Bolts OK
8.9
92
13.00
86.30
46.00
0.14
0.0
6.50
No
OK
0.00
0.141
Bolts OK
10.4
92
18.13
86.30
46.00
0.20
0.0
9.06
No
OK
0.00
0.197
Bolts OK
11.2
92
17.56
86.30
46.00
0.19
0.0
8.78
No
OK
0.00
0.191
Bolts OK
8.9
92
14.85
86.30
46.00
0.16
0.0
7.42
No
OK
0.00
0.161
Bolts OK
4.3
92
10.32
86.30
46.00
0.11
0.0
5.16
No
OK
0.00
0.112
Bolts OK
11.6
92
17.12
86.30
46.00
0.19
0.0
8.56
No
OK
0.00
0.186
Bolts OK
1.9
92
2.97
86.30
46.00
0.03
0.0
1.49
No
OK
0.00
0.032
Bolts OK
4.4
92
4.10
86.30
46.00
0.04
0.0
2.05
No
OK
0.00
0.045
Bolts OK
1.7
92
2.57
86.30
46.00
0.03
0.0
1.29
No
OK
0.00
0.028
Bolts OK
4.6
92
4.61
86.30
46.00
0.05
0.0
2.31
No
OK
0.00
0.050
Bolts OK
2.9
92
20.66
86.30
46.00
0.22
0.0
10.33
No
OK
0.00
0.225
Bolts OK
5.1
92
19.50
86.30
46.00
0.21
0.0
9.75
No
OK
0.00
0.212
Bolts OK
2.8
92
22.82
86.30
46.00
0.25
0.0
11.41
No
OK
0.00
0.248
Bolts OK
5.3
92
16.95
86.30
46.00
0.18
0.0
8.48
No
OK
0.00
0.184
Bolts OK
10.8
92
23.92
86.30
46.00
0.26
0.0
11.96
No
OK
0.00
0.260
Bolts OK
13.0
92
25.68
86.30
46.00
0.28
0.0
12.84
No
OK
0.00
0.279
Bolts OK
11.6
92
22.29
86.30
46.00
0.24
0.0
11.15
No
OK
0.00
0.242
Bolts OK
14.1
92
27.92
86.30
46.00
0.30
0.0
13.96
No
OK
0.00
0.303
Bolts OK
6.1
92
18.96
86.30
46.00
0.21
0.0
9.48
No
OK
0.00
0.206
Bolts OK
15.2
92
26.19
86.30
46.00
0.28
0.0
13.09
No
OK
0.00
0.285
Bolts OK
5.2
92
3.57
86.30
46.00
0.04
0.0
1.79
No
OK
0.00
0.039
Bolts OK
2.4
92
1.89
86.30
46.00
0.02
0.0
0.94
No
OK
0.00
0.020
Bolts OK
2.1
92
3.30
86.30
46.00
0.04
0.0
1.65
No
OK
0.00
0.036
Bolts OK
5.5
92
5.07
86.30
46.00
0.06
0.0
2.54
No
OK
0.00
0.055
Bolts OK
N/A
92
32.56
86.30
46.00
0.37
1.5
16.28
No
OK
0.02
0.354
Bolts OK
N/A
92
33.82
86.30
46.00
0.40
3.0
16.91
No
OK
0.03
0.368
Bolts OK
N/A
92
36.50
86.30
46.00
0.43
3.2
18.25
No
OK
0.04
0.397
Bolts OK
N/A
92
29.77
86.30
46.00
0.34
1.3
14.89
No
OK
0.02
0.324
Bolts OK
23.7
92
37.10
86.30
46.00
0.40
0.0
18.55
No
OK
0.00
0.403
Bolts OK
21.3
92
35.41
86.30
46.00
0.38
0.0
17.70
No
OK
0.00
0.385
Bolts OK
22.1
92
33.42
86.30
46.00
0.36
0.0
16.71
No
OK
0.00
0.363
Bolts OK
25.1
92
39.82
86.30
46.00
0.43
0.0
19.91
No
OK
0.00
0.433
Bolts OK
N/A
92
32.29
86.30
46.00
0.36
0.6
16.15
No
OK
0.01
0.351
Bolts OK
26.6
92
37.62
86.30
46.00
0.41
0.0
18.81
No
OK
0.00
0.409
Bolts OK
1.6
92
2.59
86.30
46.00
0.03
0.0
1.29
No
OK
0.00
0.028
Bolts OK
4.5
92
4.11
86.30
46.00
0.04
0.0
2.05
No
OK
0.00
0.045
Bolts OK
4.6
92
4.43
86.30
46.00
0.05
0.0
2.22
No
OK
0.00
0.048
Bolts OK
1.6
92
2.77
86.30
46.00
0.03
0.0
1.38
No
OK
0.00
0.030
Bolts OK
14.1
92
6.26
86.30
46.00
0.07
0.0
3.13
No
OK
0.00
0.068
Bolts OK
16.7
92
1.41
86.30
46.00
0.02
0.0
0.71
No
OK
0.00
0.015
Bolts OK
16.7
92
5.25
86.30
46.00
0.06
0.0
2.63
No
OK
0.00
0.057
Bolts OK
14.1
92
4.04
86.30
46.00
0.04
0.0
2.02
No
OK
0.00
0.044
Bolts OK
0.0
92
6.21
86.30
46.00
0.07
0.0
3.11
No
OK
0.00
0.068
Bolts OK
2.5
92
11.31
86.30
46.00
0.12
0.0
5.65
No
OK
0.00
0.123
Bolts OK
3.4
92
10.92
86.30
46.00
0.12
0.0
5.46
No
OK
0.00
0.119
Bolts OK
0.9
92
8.05
86.30
46.00
0.09
0.0
4.03
No
OK
0.00
0.088
Bolts OK
17.4
92
3.28
86.30
46.00
0.04
0.0
1.64
No
OK
0.00
0.036
Bolts OK
4.5
92
10.16
86.30
46.00
0.11
0.0
5.08
No
OK
0.00
0.110
Bolts OK
5.1
92
3.37
86.30
46.00
0.04
0.0
1.68
No
OK
0.00
0.037
Bolts OK
2.5
92
1.73
86.30
46.00
0.02
0.0
0.86
No
OK
0.00
0.019
Bolts OK
5.5
92
4.86
86.30
46.00
0.05
0.0
2.43
No
OK
0.00
0.053
Bolts OK
2.1
92
3.50
86.30
46.00
0.04
0.0
1.75
No
OK
0.00
0.038
Bolts OK
21.8
92
15.65
86.30
46.00
0.17
0.0
7.83
No
OK
0.00
0.170
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
19.5
92
18.29
86.30
46.00
22.1
92
19.73
86.30
46.00
19.2
92
14.34
86.30
2.0
92
18.60
86.30
N/A
92
14.86
3.4
92
0.5
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.20
0.0
9.14
No
OK
0.00
0.199
Bolts OK
0.21
0.0
9.87
No
OK
0.00
0.214
Bolts OK
46.00
0.16
0.0
7.17
No
OK
0.00
0.156
Bolts OK
46.00
0.20
0.0
9.30
No
OK
0.00
0.202
Bolts OK
86.30
46.00
0.16
0.2
7.43
No
OK
0.00
0.162
Bolts OK
15.62
86.30
46.00
0.17
0.0
7.81
No
OK
0.00
0.170
Bolts OK
92
18.74
86.30
46.00
0.20
0.0
9.37
No
OK
0.00
0.204
Bolts OK
23.3
92
16.89
86.30
46.00
0.18
0.0
8.45
No
OK
0.00
0.184
Bolts OK
5.0
92
17.39
86.30
46.00
0.19
0.0
8.69
No
OK
0.00
0.189
Bolts OK
N/A
92
2.96
86.30
46.00
0.05
1.2
1.48
No
OK
0.01
0.032
Bolts OK
4.4
92
2.97
86.30
46.00
0.03
0.0
1.48
No
OK
0.00
0.032
Bolts OK
1.1
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.4
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
N/A
92
8.23
86.30
46.00
0.09
0.4
4.11
No
OK
0.01
0.089
Bolts OK
4.8
92
3.07
86.30
46.00
0.03
0.0
1.54
No
OK
0.00
0.033
Bolts OK
1.9
92
5.77
86.30
46.00
0.06
0.0
2.89
No
OK
0.00
0.063
Bolts OK
2.2
92
5.62
86.30
46.00
0.06
0.0
2.81
No
OK
0.00
0.061
Bolts OK
0.2
92
2.68
86.30
46.00
0.03
0.0
1.34
No
OK
0.00
0.029
Bolts OK
5.7
92
7.71
86.30
46.00
0.08
0.0
3.86
No
OK
0.00
0.084
Bolts OK
3.0
92
5.19
86.30
46.00
0.06
0.0
2.60
No
OK
0.00
0.056
Bolts OK
3.3
92
5.34
86.30
46.00
0.06
0.0
2.67
No
OK
0.00
0.058
Bolts OK
2.6
92
5.63
86.30
46.00
0.06
0.0
2.82
No
OK
0.00
0.061
Bolts OK
3.8
92
5.24
86.30
46.00
0.06
0.0
2.62
No
OK
0.00
0.057
Bolts OK
4.5
92
3.00
86.30
46.00
0.03
0.0
1.50
No
OK
0.00
0.033
Bolts OK
N/A
92
2.93
86.30
46.00
0.05
1.2
1.47
No
OK
0.01
0.032
Bolts OK
1.4
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.1
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
5.7
92
2.61
86.30
46.00
0.03
0.0
1.31
No
OK
0.00
0.028
Bolts OK
0.2
92
7.63
86.30
46.00
0.08
0.0
3.82
No
OK
0.00
0.083
Bolts OK
3.1
92
5.09
86.30
46.00
0.06
0.0
2.55
No
OK
0.00
0.055
Bolts OK
2.8
92
5.25
86.30
46.00
0.06
0.0
2.63
No
OK
0.00
0.057
Bolts OK
4.9
92
7.29
86.30
46.00
0.08
0.0
3.65
No
OK
0.00
0.079
Bolts OK
N/A
92
2.14
86.30
46.00
0.03
0.4
1.07
No
OK
0.00
0.023
Bolts OK
2.4
92
4.86
86.30
46.00
0.05
0.0
2.43
No
OK
0.00
0.053
Bolts OK
2.2
92
4.70
86.30
46.00
0.05
0.0
2.35
No
OK
0.00
0.051
Bolts OK
3.6
92
5.10
86.30
46.00
0.06
0.0
2.55
No
OK
0.00
0.055
Bolts OK
2.9
92
4.73
86.30
46.00
0.05
0.0
2.36
No
OK
0.00
0.051
Bolts OK
2.8
92
3.30
86.30
46.00
0.04
0.0
1.65
No
OK
0.00
0.036
Bolts OK
4.4
92
4.85
86.30
46.00
0.05
0.0
2.43
No
OK
0.00
0.053
Bolts OK
2.3
92
1.81
86.30
46.00
0.02
0.0
0.91
No
OK
0.00
0.020
Bolts OK
4.9
92
6.14
86.30
46.00
0.07
0.0
3.07
No
OK
0.00
0.067
Bolts OK
3.6
92
14.93
86.30
46.00
0.16
0.0
7.47
No
OK
0.00
0.162
Bolts OK
4.9
92
10.10
86.30
46.00
0.11
0.0
5.05
No
OK
0.00
0.110
Bolts OK
3.1
92
11.00
86.30
46.00
0.12
0.0
5.50
No
OK
0.00
0.120
Bolts OK
5.4
92
14.45
86.30
46.00
0.16
0.0
7.22
No
OK
0.00
0.157
Bolts OK
7.6
92
11.19
86.30
46.00
0.12
0.0
5.59
No
OK
0.00
0.122
Bolts OK
8.9
92
16.70
86.30
46.00
0.18
0.0
8.35
No
OK
0.00
0.182
Bolts OK
7.5
92
13.77
86.30
46.00
0.15
0.0
6.88
No
OK
0.00
0.150
Bolts OK
9.7
92
15.38
86.30
46.00
0.17
0.0
7.69
No
OK
0.00
0.167
Bolts OK
5.6
92
12.69
86.30
46.00
0.14
0.0
6.35
No
OK
0.00
0.138
Bolts OK
10.1
92
15.20
86.30
46.00
0.17
0.0
7.60
No
OK
0.00
0.165
Bolts OK
5.5
92
3.82
86.30
46.00
0.04
0.0
1.91
No
OK
0.00
0.042
Bolts OK
3.8
92
3.06
86.30
46.00
0.03
0.0
1.53
No
OK
0.00
0.033
Bolts OK
3.3
92
1.52
86.30
46.00
0.02
0.0
0.76
No
OK
0.00
0.017
Bolts OK
6.0
92
6.04
86.30
46.00
0.07
0.0
3.02
No
OK
0.00
0.066
Bolts OK
15.4
92
9.75
86.30
46.00
0.11
0.0
4.88
No
OK
0.00
0.106
Bolts OK
14.0
92
8.17
86.30
46.00
0.09
0.0
4.09
No
OK
0.00
0.089
Bolts OK
13.6
92
6.16
86.30
46.00
0.07
0.0
3.08
No
OK
0.00
0.067
Bolts OK
15.9
92
11.62
86.30
46.00
0.13
0.0
5.81
No
OK
0.00
0.126
Bolts OK
9.6
92
8.94
86.30
46.00
0.10
0.0
4.47
No
OK
0.00
0.097
Bolts OK
8.2
92
9.49
86.30
46.00
0.10
0.0
4.74
No
OK
0.00
0.103
Bolts OK
8.9
92
6.91
86.30
46.00
0.08
0.0
3.46
No
OK
0.00
0.075
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
11.3
92
13.21
86.30
46.00
17.7
92
11.02
86.30
46.00
13.5
92
12.71
86.30
1.5
92
2.65
86.30
4.5
92
4.14
1.6
92
4.5
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.14
0.0
6.60
No
OK
0.00
0.144
Bolts OK
0.12
0.0
5.51
No
OK
0.00
0.120
Bolts OK
46.00
0.14
0.0
6.36
No
OK
0.00
0.138
Bolts OK
46.00
0.03
0.0
1.32
No
OK
0.00
0.029
Bolts OK
86.30
46.00
0.04
0.0
2.07
No
OK
0.00
0.045
Bolts OK
2.73
86.30
46.00
0.03
0.0
1.37
No
OK
0.00
0.030
Bolts OK
92
4.44
86.30
46.00
0.05
0.0
2.22
No
OK
0.00
0.048
Bolts OK
13.2
92
8.50
86.30
46.00
0.09
0.0
4.25
No
OK
0.00
0.092
Bolts OK
15.8
92
3.27
86.30
46.00
0.04
0.0
1.64
No
OK
0.00
0.036
Bolts OK
13.3
92
5.90
86.30
46.00
0.06
0.0
2.95
No
OK
0.00
0.064
Bolts OK
15.8
92
7.09
86.30
46.00
0.08
0.0
3.55
No
OK
0.00
0.077
Bolts OK
N/A
92
6.92
86.30
46.00
0.08
0.2
3.46
No
OK
0.00
0.075
Bolts OK
2.2
92
12.35
86.30
46.00
0.13
0.0
6.18
No
OK
0.00
0.134
Bolts OK
0.4
92
9.20
86.30
46.00
0.10
0.0
4.60
No
OK
0.00
0.100
Bolts OK
2.9
92
11.44
86.30
46.00
0.12
0.0
5.72
No
OK
0.00
0.124
Bolts OK
16.4
92
5.48
86.30
46.00
0.06
0.0
2.74
No
OK
0.00
0.060
Bolts OK
3.8
92
10.79
86.30
46.00
0.12
0.0
5.39
No
OK
0.00
0.117
Bolts OK
5.0
92
3.40
86.30
46.00
0.04
0.0
1.70
No
OK
0.00
0.037
Bolts OK
2.2
92
1.87
86.30
46.00
0.02
0.0
0.93
No
OK
0.00
0.020
Bolts OK
1.9
92
3.32
86.30
46.00
0.04
0.0
1.66
No
OK
0.00
0.036
Bolts OK
5.3
92
5.04
86.30
46.00
0.05
0.0
2.52
No
OK
0.00
0.055
Bolts OK
19.2
92
13.49
86.30
46.00
0.15
0.0
6.75
No
OK
0.00
0.147
Bolts OK
16.8
92
16.08
86.30
46.00
0.17
0.0
8.04
No
OK
0.00
0.175
Bolts OK
16.5
92
12.20
86.30
46.00
0.13
0.0
6.10
No
OK
0.00
0.133
Bolts OK
19.5
92
17.53
86.30
46.00
0.19
0.0
8.77
No
OK
0.00
0.191
Bolts OK
0.5
92
15.89
86.30
46.00
0.17
0.0
7.94
No
OK
0.00
0.173
Bolts OK
N/A
92
12.06
86.30
46.00
0.14
1.2
6.03
No
OK
0.01
0.131
Bolts OK
N/A
92
15.81
86.30
46.00
0.18
0.8
7.91
No
OK
0.01
0.172
Bolts OK
1.5
92
13.07
86.30
46.00
0.14
0.0
6.53
No
OK
0.00
0.142
Bolts OK
20.0
92
14.79
86.30
46.00
0.16
0.0
7.40
No
OK
0.00
0.161
Bolts OK
2.4
92
14.44
86.30
46.00
0.16
0.0
7.22
No
OK
0.00
0.157
Bolts OK
1.5
92
3.14
86.30
46.00
0.03
0.0
1.57
No
OK
0.00
0.034
Bolts OK
4.2
92
4.11
86.30
46.00
0.04
0.0
2.05
No
OK
0.00
0.045
Bolts OK
4.3
92
4.49
86.30
46.00
0.05
0.0
2.24
No
OK
0.00
0.049
Bolts OK
1.4
92
2.64
86.30
46.00
0.03
0.0
1.32
No
OK
0.00
0.029
Bolts OK
1.3
92
20.77
86.30
46.00
0.23
0.0
10.38
No
OK
0.00
0.226
Bolts OK
3.6
92
20.18
86.30
46.00
0.22
0.0
10.09
No
OK
0.00
0.219
Bolts OK
3.7
92
17.28
86.30
46.00
0.19
0.0
8.64
No
OK
0.00
0.188
Bolts OK
1.2
92
23.25
86.30
46.00
0.25
0.0
11.62
No
OK
0.00
0.253
Bolts OK
7.9
92
23.19
86.30
46.00
0.25
0.0
11.59
No
OK
0.00
0.252
Bolts OK
10.2
92
24.27
86.30
46.00
0.26
0.0
12.14
No
OK
0.00
0.264
Bolts OK
10.8
92
26.79
86.30
46.00
0.29
0.0
13.39
No
OK
0.00
0.291
Bolts OK
8.3
92
20.95
86.30
46.00
0.23
0.0
10.47
No
OK
0.00
0.228
Bolts OK
3.8
92
19.55
86.30
46.00
0.21
0.0
9.77
No
OK
0.00
0.212
Bolts OK
11.1
92
24.69
86.30
46.00
0.27
0.0
12.34
No
OK
0.00
0.268
Bolts OK
4.7
92
3.49
86.30
46.00
0.04
0.0
1.74
No
OK
0.00
0.038
Bolts OK
1.9
92
2.05
86.30
46.00
0.02
0.0
1.02
No
OK
0.00
0.022
Bolts OK
5.0
92
4.81
86.30
46.00
0.05
0.0
2.41
No
OK
0.00
0.052
Bolts OK
1.6
92
3.53
86.30
46.00
0.04
0.0
1.76
No
OK
0.00
0.038
Bolts OK
N/A
92
32.28
86.30
46.00
0.39
3.1
16.14
No
OK
0.04
0.351
Bolts OK
N/A
92
33.89
86.30
46.00
0.42
4.6
16.95
No
OK
0.05
0.368
Bolts OK
N/A
92
29.80
86.30
46.00
0.36
2.9
14.90
No
OK
0.03
0.324
Bolts OK
N/A
92
36.28
86.30
46.00
0.45
4.8
18.14
No
OK
0.06
0.394
Bolts OK
20.7
92
35.55
86.30
46.00
0.39
0.0
17.77
No
OK
0.00
0.386
Bolts OK
18.3
92
33.68
86.30
46.00
0.37
0.0
16.84
No
OK
0.00
0.366
Bolts OK
21.6
92
37.97
86.30
46.00
0.41
0.0
18.99
No
OK
0.00
0.413
Bolts OK
18.7
92
31.74
86.30
46.00
0.35
0.0
15.87
No
OK
0.00
0.345
Bolts OK
N/A
92
32.39
86.30
46.00
0.38
2.7
16.19
No
OK
0.03
0.352
Bolts OK
22.2
92
35.55
86.30
46.00
0.39
0.0
17.77
No
OK
0.00
0.386
Bolts OK
N/A
92
2.96
86.30
46.00
0.05
1.3
1.48
No
OK
0.02
0.032
Bolts OK
4.3
92
3.00
86.30
46.00
0.03
0.0
1.50
No
OK
0.00
0.033
Bolts OK
1.2
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.9
92
0.88
86.30
46.00
0.7
92
6.53
86.30
46.00
6.3
92
1.37
86.30
3.6
92
3.94
86.30
3.4
92
4.09
N/A
92
2.2
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
0.07
0.0
3.26
No
OK
0.00
0.071
Bolts OK
46.00
0.01
0.0
0.68
No
OK
0.00
0.015
Bolts OK
46.00
0.04
0.0
1.97
No
OK
0.00
0.043
Bolts OK
86.30
46.00
0.04
0.0
2.04
No
OK
0.00
0.044
Bolts OK
1.16
86.30
46.00
0.04
2.1
0.58
No
OK
0.02
0.013
Bolts OK
92
6.23
86.30
46.00
0.07
0.0
3.11
No
OK
0.00
0.068
Bolts OK
N/A
92
3.86
86.30
46.00
0.05
0.3
1.93
No
OK
0.00
0.042
Bolts OK
N/A
92
3.70
86.30
46.00
0.05
0.5
1.85
No
OK
0.01
0.040
Bolts OK
3.7
92
3.93
86.30
46.00
0.04
0.0
1.97
No
OK
0.00
0.043
Bolts OK
N/A
92
3.72
86.30
46.00
0.04
0.2
1.86
No
OK
0.00
0.040
Bolts OK
4.3
92
2.98
86.30
46.00
0.03
0.0
1.49
No
OK
0.00
0.032
Bolts OK
N/A
92
2.98
86.30
46.00
0.05
1.4
1.49
No
OK
0.02
0.032
Bolts OK
0.9
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.2
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.9
92
4.32
86.30
46.00
0.05
0.0
2.16
No
OK
0.00
0.047
Bolts OK
N/A
92
9.38
86.30
46.00
0.13
2.3
4.69
No
OK
0.03
0.102
Bolts OK
N/A
92
6.96
86.30
46.00
0.08
0.7
3.48
No
OK
0.01
0.076
Bolts OK
N/A
92
6.81
86.30
46.00
0.08
0.5
3.40
No
OK
0.01
0.074
Bolts OK
6.0
92
8.78
86.30
46.00
0.10
0.0
4.39
No
OK
0.00
0.095
Bolts OK
0.4
92
3.63
86.30
46.00
0.04
0.0
1.81
No
OK
0.00
0.039
Bolts OK
3.1
92
6.16
86.30
46.00
0.07
0.0
3.08
No
OK
0.00
0.067
Bolts OK
3.3
92
6.33
86.30
46.00
0.07
0.0
3.17
No
OK
0.00
0.069
Bolts OK
N/A
92
6.84
86.30
46.00
0.08
0.4
3.42
No
OK
0.01
0.074
Bolts OK
3.4
92
6.19
86.30
46.00
0.07
0.0
3.09
No
OK
0.00
0.067
Bolts OK
5.1
92
4.00
86.30
46.00
0.04
0.0
2.00
No
OK
0.00
0.043
Bolts OK
3.5
92
3.07
86.30
46.00
0.03
0.0
1.53
No
OK
0.00
0.033
Bolts OK
5.7
92
6.61
86.30
46.00
0.07
0.0
3.31
No
OK
0.00
0.072
Bolts OK
2.9
92
0.84
86.30
46.00
0.01
0.0
0.42
No
OK
0.00
0.009
Bolts OK
14.7
92
11.17
86.30
46.00
0.12
0.0
5.59
No
OK
0.00
0.121
Bolts OK
13.3
92
10.44
86.30
46.00
0.11
0.0
5.22
No
OK
0.00
0.113
Bolts OK
15.2
92
13.66
86.30
46.00
0.15
0.0
6.83
No
OK
0.00
0.148
Bolts OK
12.8
92
7.82
86.30
46.00
0.09
0.0
3.91
No
OK
0.00
0.085
Bolts OK
9.7
92
10.08
86.30
46.00
0.11
0.0
5.04
No
OK
0.00
0.110
Bolts OK
8.4
92
9.33
86.30
46.00
0.10
0.0
4.66
No
OK
0.00
0.101
Bolts OK
11.5
92
13.82
86.30
46.00
0.15
0.0
6.91
No
OK
0.00
0.150
Bolts OK
9.1
92
7.95
86.30
46.00
0.09
0.0
3.97
No
OK
0.00
0.086
Bolts OK
16.9
92
13.46
86.30
46.00
0.15
0.0
6.73
No
OK
0.00
0.146
Bolts OK
13.6
92
14.02
86.30
46.00
0.15
0.0
7.01
No
OK
0.00
0.152
122.3
92
19.92
86.30
46.00
46.62
4004.7
9.96
No
Bolts fail
46.40
0.217
114.7
92
9.73
86.30
46.00
3.23
269.2
4.86
No
Bolts fail
3.12
0.106
118.8
92
6.68
86.30
46.00
0.07
0.0
3.34
No
OK
0.00
0.073
118.2
92
5.10
86.30
46.00
0.06
0.0
2.55
No
OK
0.00
0.055
140.8
92
75.65
86.30
46.00
23.53
1959.8
37.82
No
Bolts fail
22.71
0.822
120.0
92
5.41
86.30
46.00
0.06
0.0
2.70
No
OK
0.00
0.059
134.6
92
40.18
86.30
46.00
23.93
2027.7
20.09
No
Bolts fail
23.50
0.437
126.2
92
40.07
86.30
46.00
20.90
1766.3
20.03
No
Bolts fail
20.47
0.435
61.9
92
27.57
86.30
46.00
9.95
832.5
13.78
No
Bolts fail
9.65
0.300
63.9
92
10.54
86.30
46.00
1.65
132.7
5.27
No
Bolts fail
1.54
0.115
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts OK
unsafe unsafe
Bolt fail Bolt fail Bolts OK Bolts OK
unsafe
Bolt fail Bolts OK
unsafe unsafe unsafe unsafe
Bolt fail Bolt fail Bolt fail Bolt fail
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt fail Bolt fail Bolt OK Bolt OK Bolt fail Bolt OK Bolt fail Bolt fail Bolt fail Bolt fail Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Tension Bolts Fail Shear Bolts OK Combined Bolts Fail
Bolts fail
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
Y
dg
d''
MX MZ
d''
X
bf d'
tg
Z
d1' L
tf
tw h
Figure- 2 for Pinned Supports
tr
B
Figure- 1 for Fixed Supports
Input data py
=
345
N /mm2
fcu
=
25
N /mm2
=
Pinned
B
=
280
mm
h=
L
=
300
mm
bf = tf =
255 mm 14.2 mm
tw =
8.6
1.1
Design Strength for structural steel
1.2
Grade of concrete for pedestal
1.3
Base plate type (fixed or pinned)
1.4
Width of base plate
1.5
Length of base plate
1.6
Column section
1.7
Thickness of Gusset plate
1.8 1.9 1.10
Type of anchor bolt
1.11
Dia. of anchor bolts
1.12
Edge Distance along Length for fixed base
1.13
C/C Distance between bolts
d''
1.14
No. of gusset plates (parallel to flange)
1.15
No. of rib plates (perpendicular to flange)for fixed base
1.16
Shear Key provided ( Type 'Y' for yes & 'N' for no)
1.17
Design strength for weld
1.18
c/c distance betn bolts for pinned ends (refer figure2)
1.19 1.20 1.21
Design strength
1.22
Allowable bearing pressure in conc. pedestal fcc = (0.6 x fcu) (From B.S.5950-1:2000 clause 4.13.1)
=
UC 203x203x60
tg
=
25
mm
Thickness of Rib plate for fixed base
tr
=
12
mm
No. of anchor bolts provided
N
=
2
Nos.
=
type-1
f
=
24
mm
tf =
d'
=
50
mm
tw =
=
200
mm
A=
=
0
Nos.
=
0
Nos.
=
N
pw
=
250
d1'
=
0
mm
Shear capacity of a bolt (ultimate)
=
46.0
KN
Tension capacity of a bolt (ultimate)
=
86.3
KN
py
=
345.0
N /mm2
fcc
=
15.0
N/mm2
File - 245290156.xls.ms_office
A=
500
mm
mm
76.4 cm2
Rolled Section h = 209.6 mm bf = 205.8 mm 14.2 mm 9.4
mm
76.4 cm2
N/mm2
Page 1 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
INPUT Use Paste special - values only Paste staad support reactions from Staad output (Factored) A Horizontal Vertical Horizontal Moment F G Fx kN -2.18
102
4.29
11
-2.2
0
0
0
103
1.08
12
-5.8
0
0
0
104
1.03
6
1.7
0
0
0
105
-13.15
5
-2.3
0
0
0
21
23
24
Fy kN 7
Fz kN -1.9
Mx kN-m My kN-m Mz kN-m 0 0 0
Node L/C 18 101
106
-7.57
9
-2.4
0
0
0
107 108
-10.33 -10.38
10 4
-5.6 0.9
0 0
0 0
0 0
109
11.43
22
-6.2
0
0
0
110
16.97
26
-6.4
0
0
0
111
14.48
28
-9.9
0
0
0
112
14.45
22
-3.4
0
0
0
113
-9.73
11
-3.4
0
0
0
114
15.20
29
-7.9
0
0
0
101
-2.70
5
1.2
0
0
0
102
4.02
11
0.8
0
0
0
103
0.61
4
-2.5
0
0
0
104
0.71
12
4.6
0
0
0
105
-8.13
7
-19.0
0
0
0
106
-2.34
13
-19.4
0
0
0
107
-5.28
7
-22.2
0
0
0
108
-5.18
13
-16.1
0
0
0
109
6.18
27
23.1
0
0
0
110
11.91
33
22.8
0
0
0
111
9.31
29
20.3
0
0
0
112
9.38
35
26.3
0
0
0
113
-4.61
15
-18.4
0
0
0
114
10.07
38
24.2
0
0
0
101
-3.45
13
0.9
0
0
0
102
1.66
6
0.9
0
0
0
103
-0.94
5
-3.2
0
0
0
104
-0.85
14
5.0
0
0
0
105
6.86
-6
-31.8
0
0
0
106
11.26
-12
-31.9
0
0
0
107
9.00
-13
-35.4
0
0
0
108
9.11
-5
-28.3
0
0
0
109
-15.97
59
33.5
0
0
0
110
-11.62
53
33.4
0
0
0
111
-14.18
55
30.3
0
0
0
112
-14.12
63
37.2
0
0
0
113
8.31
-2
-31.2
0
0
0
114
-15.03
66
34.5
0
0
0
101
-2.52
4
-0.6
0
0
0
102
3.96
11
-1.1
0
0
0
103
0.82
11
-4.4
0
0
0
File - 245290156.xls.ms_office
Page 2 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
26
27
28
104
0.63
4
2.7
0
0
0
105
-6.21
35
-0.8
0
0
0
106
-0.66
42
-1.2
0
0
0
107
-3.34
42
-4.1
0
0
0
108
-3.52
35
2.0
0
0
0
109
4.94
0
-3.8
0
0
0
110
10.50
6
-4.2
0
0
0
111
8.09
8
-7.3
0
0
0
112
7.95
2
-1.3
0
0
0
113
-2.79
44
-1.7
0
0
0
114
8.77
11
-5.1
0
0
0
101
-3.29
13
-0.7
0
0
0
102
1.58
6
-0.7
0
0
0
103
-0.77
14
-4.8
0
0
0
104
-0.95
5
3.4
0
0
0
105
8.88
54
-12.9
0
0
0
106
12.99
49
-12.9
0
0
0
107
11.02
55
-16.4
0
0
0
108
10.84
48
-9.4
0
0
0
109
-16.98
5
7.6
0
0
0
110
-12.76
-1
7.6
0
0
0
111
-15.15
9
3.8
0
0
0
112
-15.27
1
10.9
0
0
0
113
10.21
58
-13.5
0
0
0
114
-16.06
12
6.7
0
0
0
101
-2.96
-5
0.0
0
0
0
102
2.97
11
0.0
0
0
0
103
-0.09
3
-0.9
0
0
0
104
0.10
3
0.9
0
0
0
105
-8.23
-2
0.0
0
0
0
106
-3.07
12
0.0
0
0
0
107
-5.73
5
-0.7
0
0
0
108
-5.57
5
0.8
0
0
0
109
2.68
0
0.0
0
0
0
110
7.71
14
0.0
0
0
0
111
5.14
8
-0.8
0
0
0
112
5.29
8
0.7
0
0
0
113
-5.63
7
0.0
0
0
0
114
5.24
10
0.0
0
0
0
101
-3.00
11
0.0
0
0
0
102
2.93
-5
0.0
0
0
0
103
-0.13
4
-0.9
0
0
0
104
0.06
3
0.9
0
0
0
105
2.61
14
0.0
0
0
0
106
7.63
0
0.0
0
0
0
107
5.04
8
-0.7
0
0
0
108
5.20
7
0.8
0
0
0
109
-7.29
12
0.0
0
0
0
110
-2.14
-2
0.0
0
0
0
File - 245290156.xls.ms_office
Page 3 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
51
52
66
67
111
-4.80
6
-0.8
0
0
0
112
-4.64
5
0.7
0
0
0
113
5.10
9
0.0
0
0
0
114
-4.73
7
0.0
0
0
0
101
-2.30
7
2.4
0
0
0
102
4.35
11
2.1
0
0
0
103
0.97
6
-1.5
0
0
0
104
1.09
12
6.0
0
0
0
105
-13.18
9
7.0
0
0
0
106
-7.44
12
6.8
0
0
0
107
-10.37
8
3.7
0
0
0
108
-10.25
13
10.2
0
0
0
109
10.76
19
3.1
0
0
0
110
16.45
22
2.9
0
0
0
111
13.77
19
0.2
0
0
0
112
13.87
24
6.7
0
0
0
113
-9.77
14
8.1
0
0
0
114
14.45
25
4.7
0
0
0
101
-3.14
14
2.2
0
0
0
102
1.76
10
2.5
0
0
0
103
-0.74
8
-1.3
0
0
0
104
-0.65
15
6.0
0
0
0
105
-6.03
39
7.7
0
0
0
106
-1.87
35
8.0
0
0
0
107
-4.00
34
4.7
0
0
0
108
-3.90
40
10.9
0
0
0
109
-1.46
24
8.8
0
0
0
110
2.74
20
9.1
0
0
0
111
0.45
22
6.9
0
0
0
112
0.52
28
13.2
0
0
0
113
-4.32
44
10.1
0
0
0
114
0.04
34
12.7
0
0
0
101
-2.59
4
0.6
0
0
0
102
3.98
11
1.2
0
0
0
103
0.62
4
-2.7
0
0
0
104
0.78
11
4.4
0
0
0
105
-8.42
33
1.2
0
0
0
106
-2.80
40
1.7
0
0
0
107
-5.69
33
-1.6
0
0
0
108
-5.53
39
4.4
0
0
0
109
6.19
-1
3.1
0
0
0
110
11.82
6
3.6
0
0
0
111
9.18
1
0.6
0
0
0
112
9.31
7
6.6
0
0
0
113
-5.07
41
2.1
0
0
0
114
9.86
9
4.4
0
0
0
101
-3.25
13
1.0
0
0
0
102
1.70
6
0.8
0
0
0
103
-0.86
5
-3.2
0
0
0
File - 245290156.xls.ms_office
Page 4 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
68
69
81
104
-0.70
13
5.0
0
0
0
105
7.56
48
11.2
0
0
0
106
11.74
42
11.0
0
0
0
107
9.57
41
7.6
0
0
0
108
9.73
49
14.6
0
0
0
109
-14.87
1
-5.6
0
0
0
110
-10.58
-5
-5.8
0
0
0
111
-13.04
-3
-8.9
0
0
0
112
-12.93
4
-1.9
0
0
0
113
9.08
50
11.7
0
0
0
114
-13.65
6
-4.7
0
0
0
101
-2.91
4
-1.2
0
0
0
102
4.05
10
-0.7
0
0
0
103
0.65
11
-4.4
0
0
0
104
0.50
3
2.6
0
0
0
105
-6.52
3
19.7
0
0
0
106
-0.52
9
20.2
0
0
0
107
-3.45
9
16.9
0
0
0
108
-3.59
3
23.0
0
0
0
109
3.05
20
-23.0
0
0
0
110
8.99
25
-22.5
0
0
0
111
6.25
27
-26.1
0
0
0
112
6.13
21
-20.0
0
0
0
113
-3.14
10
19.3
0
0
0
114
6.64
28
-23.8
0
0
0
101
-3.44
12
-0.6
0
0
0
102
1.91
5
-0.7
0
0
0
103
-0.70
12
-4.8
0
0
0
104
-0.84
4
3.4
0
0
0
105
10.03
-12
30.7
0
0
0
106
14.65
-18
30.6
0
0
0
107
12.42
-12
27.1
0
0
0
108
12.26
-19
34.1
0
0
0
109
-17.36
52
-31.0
0
0
0
110
-12.81
46
-31.1
0
0
0
111
-15.24
54
-34.8
0
0
0
112
-15.34
47
-27.8
0
0
0
113
11.85
-11
30.1
0
0
0
114
-15.86
55
-31.8
0
0
0
101
-2.96
-5
0.0
0
0
0
102
3.00
11
0.0
0
0
0
103
0.12
3
-0.9
0
0
0
104
-0.07
2
0.9
0
0
0
105
-6.53
2
0.0
0
0
0
106
-1.37
16
0.0
0
0
0
107
-3.86
9
-0.8
0
0
0
108
-4.02
8
0.7
0
0
0
109
1.16
-8
0.0
0
0
0
110
6.23
5
0.0
0
0
0
File - 245290156.xls.ms_office
Page 5 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
82
83
111
3.78
-1
-0.8
0
0
0
112
3.62
-2
0.7
0
0
0
113
-3.93
9
0.0
0
0
0
114
3.72
-1
0.0
0
0
0
101
-2.98
11
0.0
0
0
0
102
2.98
-5
0.0
0
0
0
103
0.09
2
-0.9
0
0
0
104
-0.10
3
0.9
0
0
0
105
4.32
5
0.0
0
0
0
106
9.38
-9
0.0
0
0
0
107
6.92
-3
-0.7
0
0
0
108
6.76
-2
0.8
0
0
0
109
-8.78
15
0.0
0
0
0
110
-3.63
1
0.0
0
0
0
111
-6.12
8
-0.7
0
0
0
112
-6.28
8
0.8
0
0
0
113
6.84
-2
0.0
0
0
0
114
-6.19
8
0.0
0
0
0
101
-2.34
13
-3.2
0
0
0
102
0.87
9
-2.9
0
0
0
103
-0.73
14
-6.6
0
0
0
104
-0.75
7
0.4
0
0
0
105
-3.30
37
-10.7
0
0
0
106
-0.59
33
-10.4
0
0
0
107
-1.93
38
-13.5
0
0
0
108
-1.96
32
-7.6
0
0
0
109
-3.10
24
-9.6
0
0
0
110
-0.35
21
-9.3
0
0
0
111
-1.92
29
-13.7
0
0
0
112
-1.93
23
-7.7
0
0
0
113
-2.40
42
-13.2
0
0
0
114
-2.47
34
-13.8
0
0
0
129 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6W -19.75 306 -2.6 64.788 T) 0 130 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6W 9.39 287 -2.5 -38.58 T)0 131 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6W -5.42 297 -3.9 14.03 L)0 132 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6W -4.94 295 -1.3 12.178 L)0 133 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+ET) -75.58 352 -3.3 260.696
0
134 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-ET) -4.41 300 -3.1 -6.864
0
135 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+EL) -40.03 336 -3.5 127.068
0
136 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-EL) -39.96 316 -2.9 126.764
0
137 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6W -27.57 155 -0.4 107.279 T+1.2TP) 0 138 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6W -10.53 160 -0.4 17.841 T-1.2TP) 0
File - 245290156.xls.ms_office
Page 6 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 7 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 8 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 9 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 10 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 11 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 12 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
File - 245290156.xls.ms_office
Page 13 of 166
Baseplate Design : Input Data AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:Sample Calculation
REVISION NO.
0
BASE PLATE DESIGN FOR FIXED AND PINNED SUPPORTS
Node L/C
Fx kN
Fy kN
File - 245290156.xls.ms_office
Fz kN
Mx kN-m My kN-m Mz kN-m
Page 14 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
JI-176 Sample Calculation
REVISION NO.
Summary of Base Plate Design for Width of base plate B= 280 Length of base plate L= 300 Base plate thickness tp = 156
24
mm
Bolts fail
mm
No. of gusset plates required (parallel to flange)
=
0
Nos.
type-1 2
mm Nos.
Weld bet gusset & col Weld bet base plate & col
= =
0.0 17.0
mm mm
No. of rib plates required (perpendicular to flange) Thik of gusset plate tg Thickness of Rib plate tr Depth of Gusset plate dg Depth of rib plate dr
= = = = =
0 25 12 0 300
Nos. mm mm mm mm
N/mm2
23
=
Dia. of anchor bolts
mm
= =
No. case Pressure
21
support :-
mm
Type of anchor bolt No. of anchor bolts
Node Load Bearing
18
Pinned
0
Check
Thk
for
of base
Bearing
Plate
press.
Depth of Co-existant Tension Intreaction Shear Gusset Resultant capacity capacity Ratio plate req.
shear
per bolt
per bolt
required
dg
KN
KN
KN
mm
mm
(Shear+T)
Actual
Actual
Combined
Tension
Shear
Check
Per bolt
per bolt
KN
KN
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
101
0.1
fc ok
0.4
N/A
2.9
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.8
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.6
N/A
5.9
86.3
46.0
0.06
0.0
3.0
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.4
N/A
2.0
86.3
46.0
0.02
0.0
1.0
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.4
N/A
13.3
86.3
46.0
0.15
0.0
6.7
OK
N/A
Bolts OK
No
106
0.1
fc ok
0.5
N/A
8.0
86.3
46.0
0.09
0.0
4.0
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
11.7
86.3
46.0
0.13
0.0
5.9
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.4
N/A
10.4
86.3
46.0
0.11
0.0
5.2
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.8
N/A
13.0
86.3
46.0
0.14
0.0
6.5
OK
N/A
Bolts OK
No
110
0.3
fc ok
0.9
N/A
18.1
86.3
46.0
0.20
0.0
9.1
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
17.6
86.3
46.0
0.19
0.0
8.8
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.8
N/A
14.8
86.3
46.0
0.16
0.0
7.4
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.6
N/A
10.3
86.3
46.0
0.11
0.0
5.2
OK
N/A
Bolts OK
No
114
0.3
fc ok
0.9
N/A
17.1
86.3
46.0
0.19
0.0
8.6
OK
N/A
Bolts OK
No
101
0.1
fc ok
0.4
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.6
N/A
4.6
86.3
46.0
0.05
0.0
2.3
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.5
N/A
20.7
86.3
46.0
0.22
0.0
10.3
OK
N/A
Bolts OK
No
106
0.2
fc ok
0.6
N/A
19.5
86.3
46.0
0.21
0.0
9.7
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.4
N/A
22.8
86.3
46.0
0.25
0.0
11.4
OK
N/A
Bolts OK
No
108
0.2
fc ok
0.6
N/A
17.0
86.3
46.0
0.18
0.0
8.5
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.9
N/A
23.9
86.3
46.0
0.26
0.0
12.0
OK
N/A
Bolts OK
No
110
0.4
fc ok
1.0
N/A
25.7
86.3
46.0
0.28
0.0
12.8
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
22.3
86.3
46.0
0.24
0.0
11.1
OK
N/A
Bolts OK
No
112
0.4
fc ok
1.0
N/A
27.9
86.3
46.0
0.30
0.0
14.0
OK
N/A
Bolts OK
No
113
0.2
fc ok
0.7
N/A
19.0
86.3
46.0
0.21
0.0
9.5
OK
N/A
Bolts OK
No
114
0.5
fc ok
1.0
N/A
26.2
86.3
46.0
0.28
0.0
13.1
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.6
86.3
46.0
0.04
0.0
1.8
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
1.9
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.4
N/A
3.3
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
104
0.2
fc ok
0.6
N/A
5.1
86.3
46.0
0.06
0.0
2.5
OK
N/A
Bolts OK
No
105
N/A
N/A
3.0
N/A
32.6
86.3
46.0
0.37
1.5
16.3
OK
Bolts OK
Bolts OK
No
106
N/A
N/A
4.3
N/A
33.8
86.3
46.0
0.40
3.0
16.9
OK
Bolts OK
Bolts OK
No
107
N/A
N/A
4.4
N/A
36.5
86.3
46.0
0.43
3.2
18.3
OK
Bolts OK
Bolts OK
No
108
N/A
N/A
2.9
N/A
29.8
86.3
46.0
0.34
1.3
14.9
OK
Bolts OK
Bolts OK
No
109
0.7
fc ok
1.3
N/A
37.1
86.3
46.0
0.40
0.0
18.5
OK
N/A
Bolts OK
No
110
0.6
fc ok
1.2
N/A
35.4
86.3
46.0
0.38
0.0
17.7
OK
N/A
Bolts OK
No
111
0.7
fc ok
1.2
N/A
33.4
86.3
46.0
0.36
0.0
16.7
OK
N/A
Bolts OK
No
112
0.7
fc ok
1.3
N/A
39.8
86.3
46.0
0.43
0.0
19.9
OK
N/A
Bolts OK
No
113
N/A
N/A
1.9
N/A
32.3
86.3
46.0
0.36
0.6
16.1
OK
Bolts OK
Bolts OK
No
File - 245290156.xls.ms_office
Page 15 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
24
26
27
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
114
0.8
fc ok
1.4
N/A
37.6
86.3
46.0
0.41
0.0
18.8
OK
N/A
Bolts OK
No
101
0.0
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.6
N/A
4.4
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
2.8
86.3
46.0
0.03
0.0
1.4
OK
N/A
Bolts OK
No
105
0.4
fc ok
1.0
N/A
6.3
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
106
0.5
fc ok
1.1
N/A
1.4
86.3
46.0
0.02
0.0
0.7
OK
N/A
Bolts OK
No
107
0.5
fc ok
1.1
N/A
5.3
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
108
0.4
fc ok
1.0
N/A
4.0
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
109
0.0
fc ok
0.0
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
110
0.1
fc ok
0.4
N/A
11.3
86.3
46.0
0.12
0.0
5.7
OK
N/A
Bolts OK
No
111
0.1
fc ok
0.5
N/A
10.9
86.3
46.0
0.12
0.0
5.5
OK
N/A
Bolts OK
No
112
0.0
fc ok
0.2
N/A
8.1
86.3
46.0
0.09
0.0
4.0
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
3.3
86.3
46.0
0.04
0.0
1.6
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.6
N/A
10.2
86.3
46.0
0.11
0.0
5.1
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.4
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
1.7
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
103
0.2
fc ok
0.6
N/A
4.9
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.4
N/A
3.5
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
105
0.6
fc ok
1.2
N/A
15.7
86.3
46.0
0.17
0.0
7.8
OK
N/A
Bolts OK
No
106
0.6
fc ok
1.2
N/A
18.3
86.3
46.0
0.20
0.0
9.1
OK
N/A
Bolts OK
No
107
0.7
fc ok
1.2
N/A
19.7
86.3
46.0
0.21
0.0
9.9
OK
N/A
Bolts OK
No
108
0.6
fc ok
1.2
N/A
14.3
86.3
46.0
0.16
0.0
7.2
OK
N/A
Bolts OK
No
109
0.1
fc ok
0.4
N/A
18.6
86.3
46.0
0.20
0.0
9.3
OK
N/A
Bolts OK
No
110
N/A
N/A
1.1
N/A
14.9
86.3
46.0
0.16
0.2
7.4
OK
Bolts OK
Bolts OK
No
111
0.1
fc ok
0.5
N/A
15.6
86.3
46.0
0.17
0.0
7.8
OK
N/A
Bolts OK
No
112
0.0
fc ok
0.2
N/A
18.7
86.3
46.0
0.20
0.0
9.4
OK
N/A
Bolts OK
No
113
0.7
fc ok
1.3
N/A
16.9
86.3
46.0
0.18
0.0
8.4
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.6
N/A
17.4
86.3
46.0
0.19
0.0
8.7
OK
N/A
Bolts OK
No
101
N/A
N/A
2.8
N/A
3.0
86.3
46.0
0.05
1.2
1.5
OK
Bolts OK
Bolts OK
No
102
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
N/A
N/A
1.6
N/A
8.2
86.3
46.0
0.09
0.4
4.1
OK
Bolts OK
Bolts OK
No
106
0.1
fc ok
0.6
N/A
3.1
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.4
N/A
5.8
86.3
46.0
0.06
0.0
2.9
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.4
N/A
5.6
86.3
46.0
0.06
0.0
2.8
OK
N/A
Bolts OK
No
109
0.0
fc ok
0.1
N/A
2.7
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
110
0.2
fc ok
0.6
N/A
7.7
86.3
46.0
0.08
0.0
3.9
OK
N/A
Bolts OK
No
111
0.1
fc ok
0.5
N/A
5.2
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.5
N/A
5.3
86.3
46.0
0.06
0.0
2.7
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.4
N/A
5.6
86.3
46.0
0.06
0.0
2.8
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.5
N/A
5.2
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 16 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
28
51
52
66
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
101
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
N/A
N/A
2.7
N/A
2.9
86.3
46.0
0.05
1.2
1.5
OK
Bolts OK
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.2
fc ok
0.6
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
106
0.0
fc ok
0.1
N/A
7.6
86.3
46.0
0.08
0.0
3.8
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
5.1
86.3
46.0
0.06
0.0
2.5
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.4
N/A
5.3
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
109
0.1
fc ok
0.6
N/A
7.3
86.3
46.0
0.08
0.0
3.6
OK
N/A
Bolts OK
No
110
N/A
N/A
1.6
N/A
2.1
86.3
46.0
0.03
0.4
1.1
OK
Bolts OK
Bolts OK
No
111
0.1
fc ok
0.4
N/A
4.9
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.4
N/A
4.7
86.3
46.0
0.05
0.0
2.3
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.5
N/A
5.1
86.3
46.0
0.06
0.0
2.6
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.5
N/A
4.7
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
101
0.1
fc ok
0.4
N/A
3.3
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.6
N/A
4.9
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.4
N/A
1.8
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.6
N/A
6.1
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.5
N/A
14.9
86.3
46.0
0.16
0.0
7.5
OK
N/A
Bolts OK
No
106
0.1
fc ok
0.6
N/A
10.1
86.3
46.0
0.11
0.0
5.1
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
11.0
86.3
46.0
0.12
0.0
5.5
OK
N/A
Bolts OK
No
108
0.2
fc ok
0.6
N/A
14.4
86.3
46.0
0.16
0.0
7.2
OK
N/A
Bolts OK
No
109
0.2
fc ok
0.7
N/A
11.2
86.3
46.0
0.12
0.0
5.6
OK
N/A
Bolts OK
No
110
0.3
fc ok
0.8
N/A
16.7
86.3
46.0
0.18
0.0
8.4
OK
N/A
Bolts OK
No
111
0.2
fc ok
0.7
N/A
13.8
86.3
46.0
0.15
0.0
6.9
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.8
N/A
15.4
86.3
46.0
0.17
0.0
7.7
OK
N/A
Bolts OK
No
113
0.2
fc ok
0.6
N/A
12.7
86.3
46.0
0.14
0.0
6.3
OK
N/A
Bolts OK
No
114
0.3
fc ok
0.8
N/A
15.2
86.3
46.0
0.17
0.0
7.6
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.8
86.3
46.0
0.04
0.0
1.9
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.5
N/A
3.1
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.5
N/A
1.5
86.3
46.0
0.02
0.0
0.8
OK
N/A
Bolts OK
No
104
0.2
fc ok
0.7
N/A
6.0
86.3
46.0
0.07
0.0
3.0
OK
N/A
Bolts OK
No
105
0.5
fc ok
1.0
N/A
9.8
86.3
46.0
0.11
0.0
4.9
OK
N/A
Bolts OK
No
106
0.4
fc ok
1.0
N/A
8.2
86.3
46.0
0.09
0.0
4.1
OK
N/A
Bolts OK
No
107
0.4
fc ok
1.0
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
108
0.5
fc ok
1.1
N/A
11.6
86.3
46.0
0.13
0.0
5.8
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.8
N/A
8.9
86.3
46.0
0.10
0.0
4.5
OK
N/A
Bolts OK
No
110
0.2
fc ok
0.8
N/A
9.5
86.3
46.0
0.10
0.0
4.7
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.8
N/A
6.9
86.3
46.0
0.08
0.0
3.5
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.9
N/A
13.2
86.3
46.0
0.14
0.0
6.6
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
11.0
86.3
46.0
0.12
0.0
5.5
OK
N/A
Bolts OK
No
114
0.4
fc ok
1.0
N/A
12.7
86.3
46.0
0.14
0.0
6.4
OK
N/A
Bolts OK
No
101
0.0
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 17 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
67
68
69
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
102
0.1
fc ok
0.6
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.0
fc ok
0.3
N/A
2.7
86.3
46.0
0.03
0.0
1.4
OK
N/A
Bolts OK
No
104
0.1
fc ok
0.6
N/A
4.4
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
105
0.4
fc ok
1.0
N/A
8.5
86.3
46.0
0.09
0.0
4.3
OK
N/A
Bolts OK
No
106
0.5
fc ok
1.1
N/A
3.3
86.3
46.0
0.04
0.0
1.6
OK
N/A
Bolts OK
No
107
0.4
fc ok
1.0
N/A
5.9
86.3
46.0
0.06
0.0
2.9
OK
N/A
Bolts OK
No
108
0.5
fc ok
1.1
N/A
7.1
86.3
46.0
0.08
0.0
3.5
OK
N/A
Bolts OK
No
109
N/A
N/A
1.2
N/A
6.9
86.3
46.0
0.08
0.2
3.5
OK
Bolts OK
Bolts OK
No
110
0.1
fc ok
0.4
N/A
12.4
86.3
46.0
0.13
0.0
6.2
OK
N/A
Bolts OK
No
111
0.0
fc ok
0.2
N/A
9.2
86.3
46.0
0.10
0.0
4.6
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.5
N/A
11.4
86.3
46.0
0.12
0.0
5.7
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
5.5
86.3
46.0
0.06
0.0
2.7
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.5
N/A
10.8
86.3
46.0
0.12
0.0
5.4
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
3.4
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
1.9
86.3
46.0
0.02
0.0
0.9
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.4
N/A
3.3
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
104
0.2
fc ok
0.6
N/A
5.0
86.3
46.0
0.05
0.0
2.5
OK
N/A
Bolts OK
No
105
0.6
fc ok
1.2
N/A
13.5
86.3
46.0
0.15
0.0
6.7
OK
N/A
Bolts OK
No
106
0.5
fc ok
1.1
N/A
16.1
86.3
46.0
0.17
0.0
8.0
OK
N/A
Bolts OK
No
107
0.5
fc ok
1.1
N/A
12.2
86.3
46.0
0.13
0.0
6.1
OK
N/A
Bolts OK
No
108
0.6
fc ok
1.2
N/A
17.5
86.3
46.0
0.19
0.0
8.8
OK
N/A
Bolts OK
No
109
0.0
fc ok
0.2
N/A
15.9
86.3
46.0
0.17
0.0
7.9
OK
N/A
Bolts OK
No
110
N/A
N/A
2.7
N/A
12.1
86.3
46.0
0.14
1.2
6.0
OK
Bolts OK
Bolts OK
No
111
N/A
N/A
2.3
N/A
15.8
86.3
46.0
0.18
0.8
7.9
OK
Bolts OK
Bolts OK
No
112
0.0
fc ok
0.3
N/A
13.1
86.3
46.0
0.14
0.0
6.5
OK
N/A
Bolts OK
No
113
0.6
fc ok
1.2
N/A
14.8
86.3
46.0
0.16
0.0
7.4
OK
N/A
Bolts OK
No
114
0.1
fc ok
0.4
N/A
14.4
86.3
46.0
0.16
0.0
7.2
OK
N/A
Bolts OK
No
101
0.0
fc ok
0.3
N/A
3.1
86.3
46.0
0.03
0.0
1.6
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.5
N/A
4.1
86.3
46.0
0.04
0.0
2.1
OK
N/A
Bolts OK
No
103
0.1
fc ok
0.6
N/A
4.5
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
2.6
86.3
46.0
0.03
0.0
1.3
OK
N/A
Bolts OK
No
105
0.0
fc ok
0.3
N/A
20.8
86.3
46.0
0.23
0.0
10.4
OK
N/A
Bolts OK
No
106
0.1
fc ok
0.5
N/A
20.2
86.3
46.0
0.22
0.0
10.1
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
17.3
86.3
46.0
0.19
0.0
8.6
OK
N/A
Bolts OK
No
108
0.0
fc ok
0.3
N/A
23.2
86.3
46.0
0.25
0.0
11.6
OK
N/A
Bolts OK
No
109
0.2
fc ok
0.7
N/A
23.2
86.3
46.0
0.25
0.0
11.6
OK
N/A
Bolts OK
No
110
0.3
fc ok
0.8
N/A
24.3
86.3
46.0
0.26
0.0
12.1
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
26.8
86.3
46.0
0.29
0.0
13.4
OK
N/A
Bolts OK
No
112
0.2
fc ok
0.8
N/A
20.9
86.3
46.0
0.23
0.0
10.5
OK
N/A
Bolts OK
No
113
0.1
fc ok
0.5
N/A
19.5
86.3
46.0
0.21
0.0
9.8
OK
N/A
Bolts OK
No
114
0.3
fc ok
0.9
N/A
24.7
86.3
46.0
0.27
0.0
12.3
OK
N/A
Bolts OK
No
101
0.1
fc ok
0.6
N/A
3.5
86.3
46.0
0.04
0.0
1.7
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.4
N/A
2.0
86.3
46.0
0.02
0.0
1.0
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 18 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
81
82
83
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
103
0.1
fc ok
0.6
N/A
4.8
86.3
46.0
0.05
0.0
2.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
3.5
86.3
46.0
0.04
0.0
1.8
OK
N/A
Bolts OK
No
105
N/A
N/A
4.3
N/A
32.3
86.3
46.0
0.39
3.1
16.1
OK
Bolts OK
Bolts OK
No
106
N/A
N/A
5.3
N/A
33.9
86.3
46.0
0.42
4.6
16.9
OK
Bolts OK
Bolts OK
No
107
N/A
N/A
4.2
N/A
29.8
86.3
46.0
0.36
2.9
14.9
OK
Bolts OK
Bolts OK
No
108
N/A
N/A
5.4
N/A
36.3
86.3
46.0
0.45
4.8
18.1
OK
Bolts OK
Bolts OK
No
109
0.6
fc ok
1.2
N/A
35.5
86.3
46.0
0.39
0.0
17.8
OK
N/A
Bolts OK
No
110
0.5
fc ok
1.1
N/A
33.7
86.3
46.0
0.37
0.0
16.8
OK
N/A
Bolts OK
No
111
0.6
fc ok
1.2
N/A
38.0
86.3
46.0
0.41
0.0
19.0
OK
N/A
Bolts OK
No
112
0.6
fc ok
1.1
N/A
31.7
86.3
46.0
0.35
0.0
15.9
OK
N/A
Bolts OK
No
113
N/A
N/A
4.1
N/A
32.4
86.3
46.0
0.38
2.7
16.2
OK
Bolts OK
Bolts OK
No
114
0.7
fc ok
1.2
N/A
35.5
86.3
46.0
0.39
0.0
17.8
OK
N/A
Bolts OK
No
101
N/A
N/A
2.9
N/A
3.0
86.3
46.0
0.05
1.3
1.5
OK
Bolts OK
Bolts OK
No
102
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.0
fc ok
0.2
N/A
6.5
86.3
46.0
0.07
0.0
3.3
OK
N/A
Bolts OK
No
106
0.2
fc ok
0.7
N/A
1.4
86.3
46.0
0.01
0.0
0.7
OK
N/A
Bolts OK
No
107
0.1
fc ok
0.5
N/A
3.9
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
108
0.1
fc ok
0.5
N/A
4.1
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
109
N/A
N/A
3.6
N/A
1.2
86.3
46.0
0.04
2.1
0.6
OK
Bolts OK
Bolts OK
No
110
0.1
fc ok
0.4
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
111
N/A
N/A
1.4
N/A
3.9
86.3
46.0
0.05
0.3
1.9
OK
Bolts OK
Bolts OK
No
112
N/A
N/A
1.7
N/A
3.7
86.3
46.0
0.05
0.5
1.8
OK
Bolts OK
Bolts OK
No
113
0.1
fc ok
0.5
N/A
3.9
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
114
N/A
N/A
1.2
N/A
3.7
86.3
46.0
0.04
0.2
1.9
OK
Bolts OK
Bolts OK
No
101
0.1
fc ok
0.6
N/A
3.0
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
102
N/A
N/A
2.9
N/A
3.0
86.3
46.0
0.05
1.4
1.5
OK
Bolts OK
Bolts OK
No
103
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
104
0.0
fc ok
0.3
N/A
0.9
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.1
fc ok
0.4
N/A
4.3
86.3
46.0
0.05
0.0
2.2
OK
N/A
Bolts OK
No
106
N/A
N/A
3.8
N/A
9.4
86.3
46.0
0.13
2.3
4.7
OK
Bolts OK
Bolts OK
No
107
N/A
N/A
2.0
N/A
7.0
86.3
46.0
0.08
0.7
3.5
OK
Bolts OK
Bolts OK
No
108
N/A
N/A
1.7
N/A
6.8
86.3
46.0
0.08
0.5
3.4
OK
Bolts OK
Bolts OK
No
109
0.2
fc ok
0.6
N/A
8.8
86.3
46.0
0.10
0.0
4.4
OK
N/A
Bolts OK
No
110
0.0
fc ok
0.2
N/A
3.6
86.3
46.0
0.04
0.0
1.8
OK
N/A
Bolts OK
No
111
0.1
fc ok
0.5
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
112
0.1
fc ok
0.5
N/A
6.3
86.3
46.0
0.07
0.0
3.2
OK
N/A
Bolts OK
No
113
N/A
N/A
1.6
N/A
6.8
86.3
46.0
0.08
0.4
3.4
OK
Bolts OK
Bolts OK
No
114
0.1
fc ok
0.5
N/A
6.2
86.3
46.0
0.07
0.0
3.1
OK
N/A
Bolts OK
No
101
0.2
fc ok
0.6
N/A
4.0
86.3
46.0
0.04
0.0
2.0
OK
N/A
Bolts OK
No
102
0.1
fc ok
0.5
N/A
3.1
86.3
46.0
0.03
0.0
1.5
OK
N/A
Bolts OK
No
103
0.2
fc ok
0.6
N/A
6.6
86.3
46.0
0.07
0.0
3.3
OK
N/A
Bolts OK
No
File - 245290156.xls.ms_office
Page 19 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
104
0.1
fc ok
0.5
N/A
0.8
86.3
46.0
0.01
0.0
0.4
OK
N/A
Bolts OK
No
105
0.4
fc ok
1.0
N/A
11.2
86.3
46.0
0.12
0.0
5.6
OK
N/A
Bolts OK
No
106
0.4
fc ok
1.0
N/A
10.4
86.3
46.0
0.11
0.0
5.2
OK
N/A
Bolts OK
No
107
0.5
fc ok
1.0
N/A
13.7
86.3
46.0
0.15
0.0
6.8
OK
N/A
Bolts OK
No
108
0.4
fc ok
0.9
N/A
7.8
86.3
46.0
0.09
0.0
3.9
OK
N/A
Bolts OK
No
109
0.3
fc ok
0.8
N/A
10.1
86.3
46.0
0.11
0.0
5.0
OK
N/A
Bolts OK
No
110
0.2
fc ok
0.8
N/A
9.3
86.3
46.0
0.10
0.0
4.7
OK
N/A
Bolts OK
No
111
0.3
fc ok
0.9
N/A
13.8
86.3
46.0
0.15
0.0
6.9
OK
N/A
Bolts OK
No
112
0.3
fc ok
0.8
N/A
7.9
86.3
46.0
0.09
0.0
4.0
OK
N/A
Bolts OK
No
113
0.5
fc ok
1.1
N/A
13.5
86.3
46.0
0.15
0.0
6.7
OK
N/A
Bolts OK
No
114
0.4
fc ok
1.0
N/A
14.0
86.3
46.0
0.15
0.0
7.0
OK
N/A
Bolts OK
No
129 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6WT) 1780.6 unsafe 156.3 N/A
19.9
86.3
46.0
46.62
4004.7
10.0
Bolts fail
Bolts fail
Bolts OK
No
130 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6WT) 235.9 unsafe 40.5 N/A
9.7
86.3
46.0
3.23
269.2
4.9
Bolts fail
Bolts fail
Bolts OK
No
131 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT+0.6WL) 6.9 fc ok 4.0 N/A
6.7
86.3
46.0
0.07
0.0
3.3
OK
N/A
Bolts OK
No
132 (1.4DL+1.4FP+1.2LL+1.4PE+1.4PT-0.6WL) 6.4 fc ok 3.9 N/A
5.1
86.3
46.0
0.06
0.0
2.5
OK
N/A
Bolts OK
No
133 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+ET) 1918.4 unsafe 109.3 N/A
75.6
86.3
46.0
23.53
1959.8
37.8
Bolts fail
Bolts fail
Bolts OK
No
134 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-ET) 1.9 fc ok 3.6 N/A
5.4
86.3
46.0
0.06
0.0
2.7
OK
N/A
Bolts OK
No
135 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO+EL) 1160.5 unsafe 111.2 N/A
40.2
86.3
46.0
23.93
2027.7
20.1
Bolts fail
Bolts fail
Bolts OK
No
136 (1.2DL+1.2FP+0.5LL+1.2PE+1.2PO-EL) 1052.1 unsafe 103.8 N/A
40.1
86.3
46.0
20.90
1766.3
20.0
Bolts fail
Bolts fail
Bolts OK
No
137 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6WT+1.2TP) 766.9 unsafe 71.2 N/A 27.6
86.3
46.0
9.95
832.5
13.8
Bolts fail
Bolts fail
Bolts OK
No
138 (1.2DL+1.2FP+1.2LL+1.2PE+1.2PB+0.6WT-1.2TP) 108.4 unsafe 28.4 N/A 10.5
86.3
46.0
1.65
132.7
5.3
Bolts fail
Bolts fail
Bolts OK
No
File - 245290156.xls.ms_office
Page 20 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 21 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 22 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 23 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 24 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 25 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 26 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 27 of 166
Baseplate design : Output AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : SUBJECT
:
Node Load Bearing No. case Pressure N/mm2
JI-176 Sample Calculation
REVISION NO.
Depth of Co-existant Tension
Shear
Check
Thk
for
of base
Gusset
Resultant
Bearing
Plate
plate req.
shear
per bolt
per bolt
press.
required
dg
KN
KN
KN
mm
mm
File - 245290156.xls.ms_office
capacity capacity
Intreaction
Actual
Actual
Combined
Ratio
Tension
Shear
Check
(Shear+T)
Per bolt
per bolt
KN
KN
0
Check
Check
for Bolts
for Bolts
Shear Key
For bolts
in
in
provided
(Shear +
Tension
Shear
Tension)
Page 28 of 166
UB Diagram
Home 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c
Universal Beams to BS4 Part 1 1993 Mass Depth per of Designation metre Section M h kg/m mm UB 914x419x388 388 921 UB 914x419x343 343.3 911.8 UB 914x305x289 289.1 926.6 UB 914x305x253 253.4 918.4 UB 914x305x224 224.2 910.4 UB 914x305x201 200.9 903 UB 838x292x226 226.5 850.9 UB 838x292x194 193.8 840.7 UB 838x292x176 175.9 834.9 UB 762x267x197 196.8 769.8 UB 762x267x173 173 762.2 UB 762x267x147 146.9 754 UB 762x267x134 133.9 750 UB 686x254x170 170.2 692.9 UB 686x254x152 152.4 687.5 UB 686x254x140 140.1 683.5 UB 686x254x125 125.2 677.9 UB 610x305x238 238.1 635.8 UB 610x305x179 179 620.2 UB 610x305x149 149.2 612.4 UB 610x229x140 139.9 617.2 UB 610x229x125 125.1 612.2 UB 610x229x113 113 607.6 UB 610x229x101 101.2 602.6 UB 533x210x122 122 544.5 UB 533x210x109 109 539.5 UB 533x210x101 101 536.7 UB 533x210x92 92.1 533.1 UB 533x210x82 82.2 528.3 UB 457x191x98 98.3 467.2 UB 457x191x89 89.3 463.4 UB 457x191x82 82 460 UB 457x191x74 74.3 457 UB 457x191x67 67.1 453.4 UB 457x152x82 82.1 465.8 UB 457x152x74 74.2 462 UB 457x152x67 67.2 458 UB 457x152x60 59.8 454.6 UB 457x152x52 52.3 449.8
Width of Section b mm 420.5 418.5 307.7 305.5 304.1 303.3 293.8 292.4 291.7 268 266.7 265.2 264.4 255.8 254.5 253.7 253 311.4 307.1 304.8 230.2 229 228.2 227.6 211.9 210.8 210 209.3 208.8 192.8 191.9 191.3 190.4 189.9 155.3 154.4 153.8 152.9 152.4
Thickness of Web s mm 21.4 19.4 19.5 17.3 15.9 15.1 16.1 14.7 14 15.6 14.3 12.8 12 14.5 13.2 12.4 11.7 18.4 14.1 11.8 13.1 11.9 11.1 10.5 12.7 11.6 10.8 10.1 9.6 11.4 10.5 9.9 9 8.5 10.5 9.6 9 8.1 7.6
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81
b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b *
c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c * c c c c c c c c
UB 406x178x74 74.2 412.8 UB 406x178x67 67.1 409.4 UB 406x178x60 60.1 406.4 UB 406x178x54 54.1 402.6 UB 406x140x46 46 403.2 UB 406x140x39 39 398 UB 356x171x67 67.1 363.4 UB 356x171x57 57 358 UB 356x171x51 51 355 UB 356x171x45 45 351.4 UB 356x127x39 39.1 353.4 UB 356x127x33 33.1 349 UB 305x165x54 54 310.4 UB 305x165x46 46.1 306.6 UB 305x165x40 40.3 303.4 UB 305x127x48 48.1 311 UB 305x127x42 41.9 307.2 UB 305x127x37 37 304.4 UB 305x102x33 32.8 312.7 UB 305x102x28 28.2 308.7 UB 305x102x25 24.8 305.1 UB 254x146x43 43 259.6 UB 254x146x37 37 256 UB 254x146x31 31.1 251.4 UB 254x102x28 28.3 260.4 UB 254x102x25 25.2 257.2 UB 254x102x22 22 254 UB 203x133x30 30 206.8 UB 203x133x25 25.1 203.2 UB 203x102x23 23.1 203.2 UB 178x102x19 19 177.8 UB 152x89x16 16 152.4 UB 127x76x13 13 127 Additional sizes to BS4 available 0 in UK UB 1016x305x487 486.6 1036.1 UB 1016x305x437 436.9 1025.9 UB 1016x305x393 392.7 1016 UB 1016x305x349 349.4 1008.1 UB 1016x305x314 314.3 1000 UB 1016x305x272 272.3 990.1 UB 1016x305x249 248.7 980.2 UB 1016x305x222 222 970.3 500X10X225X16X93 550X10X225X20X111 600X10X225X20X123 600X12X250X20X131
500 550 600 600
179.5 178.8 177.9 177.7 142.2 141.8 173.2 172.2 171.5 171.1 126 125.4 166.9 165.7 165 125.3 124.3 123.4 102.4 101.8 101.6 147.3 146.4 146.1 102.2 101.9 101.6 133.9 133.2 101.8 101.2 88.7 76
9.5 8.8 7.9 7.7 6.8 6.4 9.1 8.1 7.4 7 6.6 6 7.9 6.7 6 9 8 7.1 6.6 6 5.8 7.2 6.3 6 6.3 6 5.7 6.4 5.7 5.4 4.8 4.5 4
308.5 305.4 303 302 300 300 300 300
30 26.9 24.4 21.1 19.1 16.5 16.5 16
225 225 225 250
10 10 10 12
650X12X250X20X136 650X12X300X20X152 500X10X200X16X87 650X12X300X25X174
650 650 500 650
250 300 200 300
12 12 10 12
SteelUK001202
UC Diagram
Home 1b c 2b c 3b c 4b c 5b c 6b c 7b c 8b c 9b c 10 b c 11 b c 12 b c 13 b c 14 b c 15 b c 16 b c 17 b c 18 b c 19 b c 20 b c 21 b c 22 b c 23 b c 24 b c 25 b c 26 b c 27 b c 28 b c 29 b c 30 b c 31 b c SteelUK001202
Universal Columns to BS4 Part 1 1993 Mass Depth per of Designation metre Section M h kg/m mm UC 356x406x634 633.9 474.6 UC 356x406x551 551 455.6 UC 356x406x467 467 436.6 UC 356x406x393 393 419 UC 356x406x340 339.9 406.4 UC 356x406x287 287.1 393.6 UC 356x406x235 235.1 381 UC 356x368x202 201.9 374.6 UC 356x368x177 177 368.2 UC 356x368x153 152.9 362 UC 356x368x129 129 355.6 UC 305x305x283 282.9 365.3 UC 305x305x240 240 352.5 UC 305x305x198 198.1 339.9 UC 305x305x158 158.1 327.1 UC 305x305x137 136.9 320.5 UC 305x305x118 117.9 314.5 UC 305x305x97 96.9 307.9 UC 254x254x167 167.1 289.1 UC 254x254x132 132 276.3 UC 254x254x107 107.1 266.7 UC 254x254x89 88.9 260.3 UC 254x254x73 73.1 254.1 UC 203x203x86 86.1 222.2 UC 203x203x71 71 215.8 UC 203x203x60 60 209.6 UC 203x203x52 52 206.2 UC 203x203x46 46.1 203.2 UC 152x152x37 37 161.8 UC 152x152x30 30 157.6 UC 152x152x23 23 152.4
Width of Section b mm 424 418.5 412.2 407 403 399 394.8 374.7 372.6 370.5 368.6 322.2 318.4 314.5 311.2 309.2 307.4 305.3 265.2 261.3 258.8 256.3 254.6 209.1 206.4 205.8 204.3 203.6 154.4 152.9 152.2
Thickness of Web s mm 47.6 42.1 35.8 30.6 26.6 22.6 18.4 16.5 14.4 12.3 10.4 26.8 23 19.1 15.8 13.8 12 9.9 19.2 15.3 12.8 10.3 8.6 12.7 10 9.4 7.9 7.2 8 6.5 5.8
Platesections
UB460X81
460
190
10
UB650X135
650
250
12
UB510X88
510
200
10
UB425X72
425
250
8
UB320X47
320
180
8
UB460X81
460
190
10
Type 2 Anchor Bolts Bolt Dia
Tensile area Allowable
Allowable
mm2
Tension
Shear
KN
KN
12
84.3
5.8
4.13
16
157
11.1
7.7
20
245
16.8
12
24
353
25
17.3
30
561
34
24.7
36
817
48.8
33.5
42
1120
0
42.5
48
1470
0
42.5
56
2030
0
51.5
64
2680
0
51.5
Type 3 and 4 Anchor Bolts Bolt Dia
Tensile area Allowable
Allowable
mm2
Tension
Shear
KN
KN
12
84.3
0
4.13
16
157
19.1
7.7
20
245
29.9
12
24
353
43
17.3
30
561
68.4
24.7
36
817
99.6
33.5
42
1120
129.9
42.5
48
1470
179.2
42.5
56
2030
247.4
51.5
64
2680
326.6
51.5
For 2 side fixed a/b
Kx 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.75 0.8 0.85 0.9 0.95 1 1.05 1.1 1.15 1.2 1.25 1.3 1.35 1.4 1.5 1.6 1.7 1.8 1.9 2
Ky 0 0.999 0.992 0.973 0.94 0.888 0.822 0.745 0.703 0.66 0.62 0.578 0.538 0.5 0.463 0.429 0.397 0.367 0.339 0.313 0.289 0.267 0.228 0.196 0.169 0.146 0.127 0.112
0 0.001 0.008 0.026 0.06 0.112 0.178 0.255 0.297 0.34 0.38 0.422 0.462 0.5 0.537 0.571 0.603 0.633 0.661 0.687 0.711 0.733 0.772 0.804 0.831 0.854 0.873 0.888
a/b kx ky
[ALL Sections] Thickness of RootDepth Flange Radius between fillets t r d mm mm mm 36.6 24 799.6 32 24 799.6 32 19 824.4 27.9 19 824.4 23.9 19 824.4 20.2 19 824.4 26.8 18 761.7 21.7 18 761.7 18.8 18 761.7 25.4 17 686 21.6 17 686 17.5 17 686 15.5 17 686 23.7 15 615.1 21 15 615.1 19 15 615.1 16.2 15 615.1 31.4 17 540 23.6 17 540 19.7 17 540 22.1 13 547.6 19.6 13 547.6 17.3 13 547.6 14.8 13 547.6 21.3 13 476.5 18.8 13 476.5 17.4 13 476.5 15.6 13 476.5 13.2 13 476.5 19.6 10 407.6 17.7 10 407.6 16 10 407.6 14.5 10 407.6 12.7 10 407.6 18.9 10 407.6 17 10 407.6 15 10 407.6 13.3 10 407.6 10.9 10 407.6
Second Moment of Area Axis x-x Axis y-y Ix Iy cm4 cm4 719635 45438 625780 39156 504187 15597 436305 13301 376414 11236 325254 9423 339704 11360 279175 9066 246021 7799 239957 8175 205282 6850 168502 5455 150692 4788 170326 6630 150355 5784 136267 5183 117992 4383 209471 15837 153024 11408 125876 9308 111777 4505 98610 3932 87318 3434 75780 2915 76043 3388 66822 2943 61519 2692 55227 2389 47539 2007 45727 2347 41015 2089 37051 1871 33319 1671 29380 1452 36589 1185 32674 1047 28927 913 25500 795 21369 645
Radius of Gyration Axis x-x Axis y-y rx ry cm cm 38.2 9.59 37.8 9.46 37 6.51 36.8 6.42 36.3 6.27 35.7 6.07 34.3 6.27 33.6 6.06 33.1 5.9 30.9 5.71 30.5 5.58 30 5.4 29.7 5.3 28 5.53 27.8 5.46 27.6 5.39 27.2 5.24 26.3 7.23 25.9 7.07 25.7 7 25 5.03 24.9 4.97 24.6 4.88 24.2 4.75 22.1 4.67 21.9 4.6 21.9 4.57 21.7 4.51 21.3 4.38 19.1 4.33 19 4.29 18.8 4.23 18.8 4.2 18.5 4.12 18.7 3.37 18.6 3.33 18.4 3.27 18.3 3.23 17.9 3.11
Elastic Modulus Axis x-x Zx cm3 15627 13726 10883 9501 8269 7204 7985 6641 5893 6234 5387 4470 4018 4916 4374 3987 3481 6589 4935 4111 3622 3221 2874 2515 2793 2477 2292 2072 1800 1957 1770 1611 1458 1296 1571 1414 1263 1122 950
16 14.3 12.8 10.9 11.2 8.6 15.7 13 11.5 9.7 10.7 8.5 13.7 11.8 10.2 14 12.1 10.7 10.8 8.8 7 12.7 10.9 8.6 10 8.4 6.8 9.6 7.8 9.3 7.9 7.7 7.6
10 10 10 10 10 10 10 10 10 10 10 10 8.9 8.9 8.9 8.9 8.9 8.9 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6 7.6
360.4 360.4 360.4 360.4 360.4 360.4 311.6 311.6 311.6 311.6 311.6 311.6 265.2 265.2 265.2 265.2 265.2 265.2 275.9 275.9 275.9 219 219 219 225.2 225.2 225.2 172.4 172.4 169.4 146.8 121.8 96.6
27310 24331 21596 18722 15685 12508 19463 16038 14136 12066 10172 8249 11696 9899 8503 9575 8196 7171 6501 5366 4455 6544 5537 4413 4005 3415 2841 2896 2340 2105 1356 834 473
1545 1365 1203 1021 538 410 1362 1108 968 811 358 280 1063 896 764 461 389 336 194 155 123 677 571 448 179 149 119 385 308 164 137 89.8 55.7
17 16.9 16.8 16.5 16.4 15.9 15.1 14.9 14.8 14.5 14.3 14 13 13 12.9 12.5 12.4 12.3 12.5 12.2 11.9 10.9 10.8 10.5 10.5 10.3 10.1 8.71 8.56 8.46 7.48 6.41 5.35
4.04 3.99 3.97 3.85 3.03 2.87 3.99 3.91 3.86 3.76 2.68 2.58 3.93 3.9 3.86 2.74 2.7 2.67 2.15 2.08 1.97 3.52 3.48 3.36 2.22 2.15 2.06 3.17 3.1 2.36 2.37 2.1 1.84
1323 1189 1063 930 778 629 1071 896 796 687 576 473 754 646 560 616 534 471 416 348 292 504 433 351 308 266 224 280 230 207 153 109 74.6
54.1 49 43.9 40 35.9 31 26 21.1
30 30 30 30 30 30 30 30
867.9 867.9 868.2 868.1 868.2 868.1 868.2 868.1
1021420 909906 807689 723131 644212 553974 481306 407961
26721 23447 20496 18460 16232 14004 11754 9546
40.6 40.4 40.2 40.3 40.1 40 39 38
6.57 6.49 6.4 6.44 6.37 6.35 6.09 5.81
19717 17739 15899 14346 12884 11190 9821 8409
16 20 20 20
20 20 16 25
[ALL Sections] Thickness of RootDepth Flange Radius between fillets t r d mm mm mm 77 15 290.2 67.5 15 290.2 58 15 290.2 49.2 15 290.2 42.9 15 290.2 36.5 15 290.2 30.2 15 290.2 27 15 290.2 23.8 15 290.2 20.7 15 290.2 17.5 15 290.2 44.1 15 246.7 37.7 15 246.7 31.4 15 246.7 25 15 246.7 21.7 15 246.7 18.7 15 246.7 15.4 15 246.7 31.7 13 200.3 25.3 13 200.3 20.5 13 200.3 17.3 13 200.3 14.2 13 200.3 20.5 10 160.8 17.3 10 160.8 14.2 10 160.8 12.5 10 160.8 11 10 160.8 11.5 7.6 123.6 9.4 7.6 123.6 6.8 7.6 123.6
Second Moment of Area Axis x-x Axis y-y Ix Iy cm4 cm4 274845 98125 226938 82671 183003 67834 146618 55367 122543 46853 99875 38677 79085 30993 66261 23688 57118 20529 48589 17553 40246 14611 78872 24635 64203 20315 50904 16299 38747 12569 32814 10700 27672 9059 22249 7308 29998 9870 22529 7531 17510 5928 14268 4857 11407 3908 9449 3127 7618 2537 6125 2065 5259 1778 4568 1548 2210 706 1748 560 1250 400
Radius of Gyration Axis x-x Axis y-y rx ry cm cm 18.4 11 18 10.9 17.5 10.7 17.1 10.5 16.8 10.4 16.5 10.3 16.3 10.2 16.1 9.6 15.9 9.54 15.8 9.49 15.6 9.43 14.8 8.27 14.5 8.15 14.2 8.04 13.9 7.9 13.7 7.83 13.6 7.77 13.4 7.69 11.9 6.81 11.6 6.69 11.3 6.59 11.2 6.55 11.1 6.48 9.28 5.34 9.18 5.3 8.96 5.2 8.91 5.18 8.82 5.13 6.85 3.87 6.76 3.83 6.54 3.7
Elastic Modulus Axis x-x Zx cm3 11582 9962 8383 6998 6031 5075 4151 3538 3103 2684 2264 4318 3643 2995 2369 2048 1760 1445 2075 1631 1313 1096 898 850 706 584 510 450 273 222 164
16 20 16 12 10 16
Type-2 Bolt dia
Tension cap Shear Cap
mm
KN
KN
16
14.1
28.3
20
22
44.1
22
29
54.5
24
31.7
63.5
27
47.5
82.6
30
59.4
101
33
65.3
124.9
36
79.2
147.1
Bolt dia
Tension cap Shear Cap
mm
KN
KN
16
49.5
28.3
20
65.5
44.1
22
86.7
54.5
24
80.3
63.5
27
108.8
82.6
30
121.9
101
33
164.5
124.9
36
187.5
147.1
39
243
175.7
42
268.2
201.6
45
319.2
234
48
333.4
264.6
56
455.5
365.4
N/A #N/A #N/A #N/A
#### #N/A #### N/A #### N/A
#N/A
User Registration Unregistered No: Copy
Axis y-y Zy cm3 2161 1871 1014 871 739 621 773 620 535 610 514 411 362 518 455 409 346 1017 743 611 391 343 301 256 320 279 256 228 192 243 218 196 176 153 153 136 119 104 84.6
Plastic Buckling Torsional Warping Torsional Modulus Parameter Index Constant Constant Axis x-x Axis y-y Inertia Sx Sy u x H J cm3 cm3 dm6 cm4 17665 3341 0.885 26.7 88.9 1734 15477 2890 0.883 30.1 75.8 1193 12570 1601 0.867 31.9 31.2 926 10942 1371 0.866 36.2 26.4 626 9535 1163 0.861 41.3 22.1 422 8351 982 0.854 46.8 18.4 291 9155 1212 0.87 35 19.3 514 7640 974 0.862 41.6 15.2 306 6808 842 0.856 46.5 13 221 7167 959 0.869 33.2 11.3 404 6198 807 0.864 38.1 9.39 267 5156 647 0.858 45.2 7.4 159 4644 570 0.854 49.8 6.46 119 5631 811 0.872 31.8 7.42 308 5000 710 0.871 35.5 6.42 220 4558 638 0.868 38.7 5.72 169 3994 542 0.862 43.9 4.8 116 7486 1574 0.886 21.3 14.5 785 5547 1144 0.886 27.7 10.2 340 4594 937 0.886 32.7 8.17 200 4142 611 0.875 30.6 3.99 216 3676 535 0.873 34.1 3.45 154 3281 469 0.87 38 2.99 111 2881 400 0.864 43.1 2.52 77 3196 500 0.877 27.6 2.32 178 2828 436 0.875 30.9 1.99 126 2612 399 0.874 33.2 1.81 101 2360 356 0.872 36.5 1.6 75.7 2059 300 0.864 41.6 1.33 51.5 2232 379 0.881 25.7 1.18 121 2014 338 0.88 28.3 1.04 90.7 1831 304 0.877 30.9 0.922 69.2 1653 272 0.877 33.9 0.818 51.8 1471 237 0.872 37.9 0.705 37.1 1811 240 0.873 27.4 0.591 89.2 1627 213 0.873 30.2 0.518 65.9 1453 187 0.869 33.6 0.448 47.7 1287 163 0.868 37.5 0.387 33.8 1096 133 0.859 43.9 0.311 21.4
Area of Section A cm2 494 437 368 323 286 256 289 247 224 251 220 187 171 217 194 178 159 303 228 190 178 159 144 129 155 139 129 117 105 125 114 104 94.6 85.5 105 94.5 85.6 76.2 66.6
172 153 135 115 75.7 57.8 157 129 113 94.8 56.8 44.7 127 108 92.6 73.6 62.6 54.5 37.9 30.5 24.2 92 78 61.3 34.9 29.2 23.5 57.5 46.2 32.2 27 20.2 14.7
1501 1346 1199 1055 888 724 1211 1010 896 775 659 543 846 720 623 711 614 539 481 403 342 566 483 393 353 306 259 314 258 234 171 123 84.2
267 237 209 178 118 90.8 243 199 174 147 89.1 70.3 196 166 142 116 98.4 85.4 60 48.5 38.8 141 119 94.1 54.8 46 37.3 88.2 70.9 49.8 41.6 31.2 22.6
0.882 0.88 0.88 0.871 0.871 0.858 0.886 0.882 0.881 0.874 0.871 0.863 0.889 0.891 0.889 0.873 0.872 0.872 0.866 0.859 0.846 0.891 0.89 0.88 0.874 0.866 0.856 0.881 0.877 0.888 0.888 0.89 0.895
27.6 30.5 33.8 38.3 38.9 47.5 24.4 28.8 32.1 36.8 35.2 42.2 23.6 27.1 31 23.3 26.5 29.7 31.6 37.4 43.4 21.2 24.3 29.6 27.5 31.5 36.4 21.5 25.6 22.5 22.6 19.6 16.3
0.608 0.533 0.466 0.392 0.207 0.155 0.412 0.33 0.286 0.237 0.105 0.0812 0.234 0.195 0.164 0.102 0.0846 0.0725 0.0442 0.0349 0.0273 0.103 0.0857 0.066 0.028 0.023 0.0182 0.0374 0.0294 0.0154 0.00987 0.0047 0.00199
62.8 46.1 33.3 23.1 19 10.7 55.7 33.4 23.8 15.8 15.1 8.79 34.8 22.2 14.7 31.8 21.1 14.8 12.2 7.4 4.77 23.9 15.3 8.55 9.57 6.42 4.15 10.3 5.96 7.02 4.41 3.56 2.85
94.5 85.5 76.5 69 58.6 49.7 85.5 72.6 64.9 57.3 49.8 42.1 68.8 58.7 51.3 61.2 53.4 47.2 41.8 35.9 31.6 54.8 47.2 39.7 36.1 32 28 38.2 32 29.4 24.3 20.3 16.5
1732 1535 1353 1223 1082 934 784 636
23200 20762 18539 16592 14851 12826 11350 9807
2800 2469 2168 1941 1713 1470 1245 1020
0.867 0.868 0.868 0.872 0.872 0.873 0.861 0.85
21.1 23.1 25.5 27.9 30.7 35 39.9 45.7
64.4 55.9 48.4 43.3 37.7 32.2 26.8 21.5
4299 3185 2330 1718 1264 835 582 390
620 557 500 445 400 347 317 283
User Registration Unregistered No: Copy
Axis y-y Zy cm3 4629 3951 3291 2721 2325 1939 1570 1264 1102 948 793 1529 1276 1037 808 692 589 479 744 576 458 379 307 299 246 201 174 152 91.5 73.3 52.6
Plastic Buckling Torsional Warping Torsional Modulus Parameter Index Constant Constant Axis x-x Axis y-y Inertia Sx Sy u x H J cm3 cm3 dm6 cm4 14235 7108 0.843 5.46 38.8 13723 12076 6058 0.841 6.05 31.1 9240 10002 5034 0.839 6.86 24.3 5808 8222 4154 0.837 7.87 18.9 3545 6999 3544 0.836 8.85 15.5 2343 5812 2949 0.835 10.2 12.3 1441 4687 2383 0.834 12.1 9.54 812 3972 1920 0.844 13.4 7.16 558 3455 1671 0.844 15 6.09 381 2965 1435 0.844 17 5.11 251 2479 1199 0.844 19.9 4.18 153 5105 2342 0.855 7.65 6.35 2034 4247 1951 0.854 8.74 5.03 1271 3440 1581 0.854 10.2 3.88 734 2680 1230 0.851 12.5 2.87 378 2297 1053 0.851 14.2 2.39 249 1958 895 0.85 16.2 1.98 161 1592 726 0.85 19.3 1.56 91.2 2424 1137 0.851 8.49 1.63 626 1869 878 0.85 10.3 1.19 319 1484 697 0.848 12.4 0.898 172 1224 575 0.85 14.5 0.717 102 992 465 0.849 17.3 0.562 57.6 977 456 0.85 10.2 0.318 137 799 374 0.853 11.9 0.25 80.2 656 305 0.846 14.1 0.197 47.2 567 264 0.848 15.8 0.167 31.8 497 231 0.847 17.7 0.143 22.2 309 140 0.848 13.3 0.0399 19.2 248 112 0.849 16 0.0308 10.5 182 80.2 0.84 20.7 0.0212 4.63
Area of Section A cm2 808 702 595 501 433 366 299 257 226 195 164 360 306 252 201 174 150 123 213 168 136 113 93.1 110 90.4 76.4 66.3 58.7 47.1 38.3 29.2
Compiled & calculated by Techno Consultants Ltd, December 2000
Compiled & calculated by Techno Consultants Ltd, December 2000
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
REVISION NO.
Y
d''
0
Mx
dg Mz
X
d'' bf
L
d1'
d'
tg tf
Z
tw h
Figure- 2 for Pinned Supports
Figure- 1 for Fixed Supports tr
1.0 Input data
B
1.1
Design Strength for structural steel
1.2
Grade of concrete for pedestal
1.3
Base plate type (fixed or pinned)
1.4
Width of base plate
B
1.5
Length of base plate
L
1.6
Column section
1.7
Thickness of Gusset plate
1.8
Thickness of Rib plate for fixed base
1.9
No. of anchor bolts provided
1.10
Type of anchor bolt
1.11
Dia. of anchor bolts
1.12
Edge Distance along Length for fixed base
1.13
C/C Distance between bolts
1.14 1.15 1.16
No. of gusset plates (parallel to flange) No. of rib plates (perpendicular to flange)for fixed base Shear Key provided ( Type 'Y' for yes & 'N' for no)
1.17
Design strength for weld
1.18
c/c distance betn bolts for pinned ends (refer figure2)
1.19
Shear capacity of a bolt (ultimate)
1.20
Tension capacity of a bolt (ultimate)
1.21
Design strength
1.22
Allowable bearing pressure in conc. pedestal fcc = (0.6 x fcu)
py
=
345
N /mm2
fcu
=
25
N /mm2
=
Pinned
=
280
mm
=
300
mm
=
UC 203x203x60
tg
=
25
mm
tr
=
12
mm
N
=
2
Nos.
=
type-1
f
=
24
mm
d'
=
50
mm
d''
=
200
mm
= = =
0 0 N
Nos. Nos.
pw
=
250
N/mm2
d1'
=
0
mm
= = =
46 86.3 345
KN KN N /mm2
=
15
N/mm2
Detail of section h= 209.6 bf = 205.8 tf = 14.2 tw = 9.4 A= 76.4
mm mm mm mm cm2
(From B.S.5950-1:2000 clause 4.13.1)
2.0 Forces A Node L/C 18 101
Horizontal Vertical
Horizontal Moment
Fx kN
Fz kN
Fy kN
-2.183
File - 245290156.xls.ms_office
6.825
F
G
Note:- Torsional Moment (My) is not considered in the calculation.
Mx kN-m My kN-m Mz kN-m
-1.944
Page 47 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
Sample Calculation for Load case no- 1
3.0 Eccentricity exx =
Mx / Fy =
0
mm
ex
ezz =
Mz / Fy =
0
mm
ez
4.0 Compression with/without Bending
( For Fixed Baseplate Only)
Solving following cubic equation for calculation of bearing pressure and bolt tension IF THE ECCENTRICITY ABOUT X-X AXIS EXCEEDS 1/6TH OF L , SOLVING THE FOLLOWING CUBIC EQUATION FOR DETERMINING Y ,THE LENGTH OF TRIANGULAR STRESS BLOCK FOR CONCRETE AND CORRESPONDING TENSION IN ANCHOR BOLT. THE CUBIC EQUATION FORMULA IS TAKEN FROM THE BOOK TITLED 'DESIGN OF WELDED STRUCTURE' BY O.W. BLODGET. 4.1
Modular ratio = Es/Ec = 205,000/5500xSqrt(fcu/1.5)
n
=
N/A
4.2
Total No. of bolts in tension
ns
=
N/A
Nos.
4.3
Area of bolts in tension
As
=
N/A
mm2
4.4
f = L/2 - d'
f
=
N/A
mm
4.5
Eccentricity
e
=
N/A
mm
4.6
k1 = 3*(e-L/2)
=
N/A
k2 = ( (6*n*As) (f+e) ) / B
=
N/A
k3 = k2* (L/2 +f )
=
N/A
4.7
3
2
Y + k1*Y + k2* Y - k3
xx
= 0
Exact Value of
Y
=
N/A
L L
fc fc
4.8
Pc + Pt
Taking Moment about NA of column.
Pt
Pt *f + (Pt+Pc) (L/2 - Y/3) - Pc * e = 0 4.9
Tension in bolts =
- Pc *
Y/3
Fixed Baseplate
(L/2 - Y/3 - e)
Pt
=
N/A
KN
(L/2 - Y/3 +f) 4.10
Tension per bolts
=
N/A
KN
4.11
Shear per bolt
=
1.5
KN
=
0.03
< 1.4 , Bolts Safe
fc
=
N/A
N/mm2
fc(MAX)
=
0.08
N/mm2 If exx < L/6 & ezz < B/6
4.12 Interaction ratio for bolts =
Actual shear +
Actual Tension
Per. Shear
Per. Tension
=
1.5 46
4.13
N/A 86.3
Stress in concrete due to exx > L/6 = Pt*Y / As*n*(L/2 -Y+f)
4.14
+
pmax = (Pc/L *B) + 6*Mx/B *L2 + 6*Mz/B2 *L)
< allowable bearing pressure,OK
File - 245290156.xls.ms_office
Page 48 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
5.0 Tension with/without Bending For w > a 5.1
w = L/2 +e
=
N/A
5.2
a = L/2 + f
=
N/A
5.3
K = (6 n As / B ) (w-a)
=
N/A
5.4
X3 - 3* w* X2 + K* a - K* X = 0 =
N/A
X 5.5
P w X
T
L
Taking moments @ CG of compression T * ( a - X/3) = P * ( w - X/3) T=
fc1
a
d'
Fixed Baseplate
P (w - X/3)
=
N/A
KN
=
N/A
N/mm2
(a - X/3) 5.6
fc1 =
2 (T - P)
+ 6 Mz / B2 L
B* X
P
For w < a 5.7
TF
Tension in Farside bolts =
=
P 1 + (e + C/2)
e
(C/2 -e) = 5.8
TN
Tension in Nearside bolts =
=
N/A
KN C/2
P - TF
C/2
TN =
N/A
KN
5.9
Tension per bolts
=
N/A
KN
5.10
Shear per bolt
=
N/A
KN
5.11
Interaction ratio for bolts =
=
Actual shear +
Actual Tension
Per. Shear
Per. Tension
N/A N/A
File - 245290156.xls.ms_office
+
N/A
=
TF Fixed Baseplate
N/A
N/A
Page 49 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
6.0 Checking Adequacy of Baseplate for Bearing pressure 6.1
Fixed Baseplate
6.1.1 Thickness of base plate req. along Length L
Condition assumed for calculating thickness as per Roark's Table 26, Case -11 a
With Rib Plate a b
= =
a/b =
20.2
mm
fbs =
N/A
mm ,
345.0
N /mm2
tbx
N/A
w =
0.08
(b1 x (4/6) x w x b2) / fbs
=
N/A
b1 =
=
tbz b2 =
N/A
=
N/A
b
mm 2
(b2 x (4/6) x w x b ) / fbs
=
N/A
B
a
mm
N /mm2
L
Note:- If b1 and b2 are N/A go to "No rib plate" case below
EQ.
EQ.
Typical base plate with 2 nos. of gussets and 2 nos. ribs.
No rib plate Consider cantilever w = 0.08 N /mm2, fbs = 345 N /mm2,
a =
20.2
tbx
mm
6.1.2 Thickness of base plate req. along width B
=
135.3
mm ,
a
=
209.6
mm
1.5
b1 =
0.78
,
345
N /mm2
tbx1 tbz1
w
0.08
N /mm2 ,
b3 =
mm
as per Roark's 26, Case -10 a
=
(b1 x (4/6) x w x b2)/ fbs
=
a/b = =
fbs =
(2 x w x a2) / fbs 0.44
Condition assumed for calculating thickness
For a/b ratio less than 3 for fixed end b
= =
1.12
=
N/A
mm
(b3 x (4/6) x w x b2)/ fbs
=
N/A
mm
B b
a
For a/b ratio more than 3 (Considering cantilever length) for fixed end
6.2
2
M =
w * b /2
tbx2
=
=
743.685
L
N-mm
(4 x M) / fbs
=
N/A
mm
PINNED Baseplate Effective area = Equating
Ea =
2 * { (tf+2C) (bf+2C) } + { [ D - 2 * (tf+C) ] * (tw +2C) }
tf + 2 C
tw + 2 C
Permissible bearing pressure = Fy / Ea Fy / Ea =
15.00
Fy
=
15.00
2 * { (tf+2C) (bf+2C) } + { [ D - 2 * (tf+C) ] * (tw +2C) } C
=
Thickness of baseplate
File - 245290156.xls.ms_office
-5.91
tp = c 3w/fbs =
-2.1
mm
( Ref:- clause 4.13.2.2 of BS 5950-1)
Page 50 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
0
REVISION NO.
7.0 Thickness of Baseplate required for Bolt Tension 7.1 Fixed Baseplate Tension in bolts Tension per bolt
Pt1
=
0.0
KN
=
0.0
KN
b1 a1
7.1.1 For No rib plate cantilever Length = a -d'
L1
=
N/A
mm
Moment = Pt1* L1 Thickness of base plate = sqr(4m3/fbs*B)
m3 t1
= =
N/A N/A
KN-ma1 mm
7.1.2 With rib plate 2 side fixed a1 = N/A b1 = N/A a1/b1 = N/A
b1 Px = Pt * Kx = Py = Pt * Ky =
N/A N/A
KN KN
tx = sqrt(4*Mx/ fbs*B) =
N/A
mm
Mx = Px * a1 =
N/A
KN-m
ty = sqrt(4*My/ fbs*B) =
N/A
mm
My = Py * b1 =
N/A
KN-m
Kx = 1 / ( 1 + a3/b3)
Px = Pt * Kx = Py = Pt * Ky =
N/A N/A
KN KN
tx = sqrt(4*Mx/ fbs*B) =
N/A
mm
ty = sqrt(4*My/ fbs*B) =
N/A
mm
Mx = Px * a1 = My = Py * b1 =
N/A N/A
KN-m KN-m
,
Ky = 1- Kx
7.1.3 3 side fixed a1 = b1 = a1/b1 =
7.2
N/A N/A N/A
Kx = 1 / ( 1 + 8 a3/b3)
,
Ky = 1- Kx
Pinned Baseplate
Tension per bolt 7.2.1 For 2 -bolts Distance of anchorbolt centre-line from web edge = (d''/2) - (tw/2)
Pt1
=
0.00
KN
dw
=
95
mm df
Effective width of baseplate to resist BM at web = min ( 2 dw , (h -2tf) )
Ew
=
181
mm
B.M. at web edge = Pw * dw
Mw
=
0.0
KN-mm
Thickness of baseplate due to bending at web =
For Pinned Base
(4 *Mw*1000)/ (Ew*fbs) =
File - 245290156.xls.ms_office
dw
0.00
mm
Page 51 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
7.2.2 For 4 -bolts Tension per bolt Distance of anchorbolt centre-line from web edge = (d''/2) - (tw/2)
REVISION NO.
Pt1
=
N/A
KN
dw
=
N/A
mm
0
df
Distance of anchorbolt centre-line from flange edge = (h - 2 tf) / 2 - (d1' / 2)
df
=
N/A
mm dw
dis
width of dispersion for one bolt = 2 * dw Overlapping length of dispersion
=
N/A
mm
=
N/A
mm
Effective width of baseplate to resist BM at web = min (2 dw , d1') + min (2 dw , 2 df)
Ew
=
N/A
mm
B.M. at web edge = Pw * dw
Mw
=
N/A
KN-mm
Thickness of baseplate due to bending at web =
For Pinned Base
(4 *Mw*1000)/ (Ew*fbs) =
N/A
mm
7.2.3 For 4-bolts with stiffener plate (gusset) at center (For Pinned Baseplate) The loads transferred to web and flange are considered to be inversely proportional to the perpendicular distance from centre of anchor bolt. Load transferred to web
=
(1/dw) / {(1/dw) + (1/df) + (1/ (d1'/2))} * Pt1
Pw Load transferred to flange
= =
0.0
KN
N/A
KN
=
N/A
KN
Ew Fw Fstf
= = =
df d1'/2
(1/df) / {(1/dw) + (1/df) + (1/(d1'/2))} * Pt1
Pf Load transferred to stiffener
= =
dw
(1/df) / {(1/dw) + (1/df) + (1/(d1'/2))} * Pt1
Pstf Effective width of baseplate to resist BM at web Effective width of baseplate to resist BM at flange Effective width of baseplate to resist BM at stiffener
For Pinned Base
181.2 mm N/A mm N/A mm
Thickness of baseplate due to bending at web =
(4 *Mw*1000)/ (Ew*fbs)
=
N/A
mm
Thickness of baseplate due to bending at web =
(4 *Mf*1000)/ (Ef*fbs)
=
N/A
mm
Thickness of baseplate due to bending at web =
(4 *Mstf*1000)/ (Estf*fbs)
=
N/A
mm
Summary of Baseplate Thickness Minimum thickness of Basepalte required
File - 245290156.xls.ms_office
tp
=
0.4
mm
Page 52 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
REVISION NO.
0
8.0 Design of Gusset Plates 8.1
DESIGN OF GUSSET PLATES FOR BEARING PRESSURE
8.1.1 For Gusset plates to flange Bearing pressure under gusset fc = U D L on gusset plate due to bearing pressure as shown in figure W1 =
B 0.08
N/mm2
0.0
N/mm
=
37
mm
=
N/A
KN-m
=
N/A
mm
0.0 135
N/mm mm
=
0.0
KN-m
=
N/A
mm
=
20
mm
0
N/mm
N/A
KN-m
L
Lg1
Cantilever length of gusset Lg1 B.M. Due to bearing stress considering cantilever Lg1 = W1 * Lg12 / 2 M1 Depth of gusset plate required = sqrt ( 6* M1 / tg * fbs) Dg1
8.1.2 For Gusset plates inside column U D L on gusset plate due to bearing pressure as shown in figure W2 = Cantilever length of gusset Lg2 = B.M. Due to bearing stress considering cantilever Lg = W2 * Lg22 / 2 M2 Depth of gusset plate required = sqrt ( 6* M2 / tg * fbs) Dg2 8.1.3 For rib plates Cantilever length of gusset
Lg3
Lg3
U D L on rib plate due to bearing pressure as shown in figure W3 = B.M. Due to bearing stress considering cantilever Lg = W3 * Lg32 / 2 M3 = Depth of gusset plate required 0 = sqrt ( 6* M3 / tg * fbs) 8.2
B
Lg2
Dg3
=
N/A
mm
T
=
0
KN
B.M. Due to tension considering cantilever Lg3 M4 = T * Lg3
M4
=
N/A
KN-m
Depth of gusset plate required = sqrt ( 6* M4 / tg * fbs)
Dg4
=
N/A
mm
M5
=
N/A
KN-m
N/A
mm
L
DESIGN OF GUSSET PLATES FOR TENSION IN BOLTS
8.2.1 For rib plates Tension in one bolt
8.2.2 For gusset plates (for 4 bolt pinned with gusset plate inside column) B.M. Due to tension considering cantilever d" /2 = 2 * Pstf * d'' /2 where Pstf = Force transefered to stiffener
Depth of gusset plate required = sqrt ( 6* M5 / tg * fbs)
File - 245290156.xls.ms_office
----------------from 7.2.3
Dg5
=
Page 53 of 166
Baseplate Design : Sample Calculation AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
Sample : Calculation
PINNED SUPPORT
REVISION NO.
0
9.0 Weld Design 9.1
Check for weld between Gusset and Column Allowable stress for Welding 9.1.1 For Tension in bolt Tension per bolt Depth of Gusset plate
rw
=
250.0
T Dg
= =
0.0 N/A
KN mm
Force per length weld due to shear Weld size required = Fw1 / 0.7*rw 9.1.2 For Bearing pressure Total force due to bearing pressure = W1 *Lg1
Fw1 w1
= =
N/A N/A
N/mm mm
=
N/A
KN
Force per length weld
Fw2
=
N/A
N/mm
Weld size required = Fw2 / 0.7*rw
w2
=
N/A
mm
Final Weld size required
w
=
N/A
mm
9.2 9.2.1
Check for weld between Base plate and Column For Flange Force in flange =
+ -
M
(Push/Pull)
h - tf
Push/ pull
Axial force x area of one flange c/s area of section
=
-2.6
Force for which weld has to be checked
F1
Weld length available = bf + (bf-tw)
KN =
-2.6
KN
=
402.2
mm
N/A
mm
Weld Size required = F1 / (0.7 x wled L x weld strength) = 9.2.2
N/mm2
For Web All shear is asssumed to be transferred by web Total force on the web =
Co-existant shear + ( total uplift x c/s area of web )
( for weld design )
c/s area of section =
=
2.92
KN
=
362.4
mm
Weld Size required = F2/ (0.7 x wled L x weld strength) =
0.05
mm
Weld length available = 2 * (h - 2*tf)
File - 245290156.xls.ms_office
F2
Page 54 of 166
Baseplate Design : Shear Key
AGIP KAZAKHSTAN NORTH CASPIAN OPERATING COMPANY KASHAGAN FIELD DEVELOPMENT EXPERIMENTAL PROGRAM PROJECT NO. : JI-176 SUBJECT
:
Sample Calculation
REVISION NO.
PINNED SUPPORT
0
SHEAR KEY DESIGN baseplate
Ls Ultimate shear force in Z-direction Ultimate shear force in X-direction Co-existing shear sqrt(Fx2 + Fz2) Design strength of structural steel Grout thickness
Fz = Fx = = py = g =
Type of shear key ( 1-for plates , 2-for I - section) Rolled section for shear key Width of shearkey plate Do not enter Length Length of shearkey plate Do not enter Width Depth of shearkey Thk. of shearkey plate Do not enter Thk Weld size Design strength of weld
Allowable bearing stress on concrete
Ws Ls ds ts tw
= = = = = = = = =
730 KN 0 KN 730.0 KN 345 50
shearkey Ws
Plan
mm
Shear capacity of the shear key section
=
user defined
mm mm mm mm mm N/mm2
Mx = Mz =
Section B-B shear key with Rolled section
(Refer BS5950-1:2000 table 37)
user defined
Rolled sctions
OK
0.00
OK
1179.9 KN
ds
Shear key with Plates
11.59 N/mm2 N/mm2
g
Z
Section A-A
15.00 N/mm2
(limiting to 60% of actual capacity(0.6x(0.6 x py x c/s area)) Moment about X-axis = Fz x ((ds-g)/2+g) Moment about Z-axis = Fx x ((ds-g)/2+g)
Grout
ds
Bearing pressure on concrete In Z-Dir = Fz / (Ws* (ds-g)) or sc_z = Fz / [ bf * (ds -g) + (bf - tw) * (ds - g) ] In X-Dir = Fx / (Ls*(ds-g)) or Fx / (h*(ds-g)) sc_x =
B
X
2 300 300 275 20.0 6.0 250
B
A
A
OK
h=
150
mm
150
bf =
150
mm
150
tf =
25
mm
25
tw =
20
mm
20
Sx =
413
cm3
Sz = A=
188
95.0
cm3 cm2
118.6 KN-m 0.0 KN-m
Actual bending about X-axis = Mx / Sx
sa_X =
287.3
N/mm2
Actual bending about Z-axis = Mz / Sz
sa_Z =
0.0
N/mm2
(287.3 + 0)
Checking of weld strength between shear key and base plate: (for electrodes class 42 , saw =250 N/mm2 and for other electrodes saw = 0.5 x Us) - refer BS5950-1:2000 table 37 Welding strength = tw* 0.7 * saw Sw = 1050.0 N/mm Avialable welding Length
Lw = (4*bf - 2*tw)+ 2(h - 2 *tf) =
760.0 mm
Resultant Shear force on weld Co-existing shear / Lw
ss_z =
960.5 N/mm
Allowable welding strength
Saaw =
1050.0 N/mm
OK , Allowable welding strength > Resultant shear force
File-245290156.xls.ms_office
Page 55 of 166
SUMMARY OF ANCHOR BOLTS CAPACITY ===>
Type I Tensile area for all types of bolts
Bolt Dia. (mm) 16 20 24 30 36 42 48 56
Ten. Cap. (kN) 49.5 66.7 86.3 105.0 145.0
Use Type III & IV
===>
Type2
Bolt Dia. (mm) 16 20 24 30 36 39 42 48 56
Ten. Cap. (kN) 23.1 36.0 51.9 91.0 124.7
===>
Type III & IV
Bolt Dia. (mm) 20 24 30 36 42 48 56
Ten. Cap. (kN) 47.0 68.4 88.1 120.7 185.5 196.6 233.6
===>
Type 5
Bolt Dia. (mm) 16 20 24 30 36 42 48 56
Shear Cap. (kN) 28.3 32.4 46.0 51.1 68.8
Shear Cap. (kN) 28.3 32.4 46.0 51.1 68.8
Use Type III & IV
Ten. Cap. (kN) 41.1 64.2 92.4 154.3 215.9 296.9 390.8 515.2
Shear Cap. (kN) 32.4 46.0 51.1 68.8 103.7 111.7 138.4
Shear Cap. (kN) 28.3 32.4 46.0 51.1 68.8 103.7 111.7 138.4
bolit dia mm 16 20 24 30 36 42 48 56
Tensile area mm2 157 245 353 561 817 1120 1470 2030
exx
m 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
948.49 277.59 293.00 722.67 285.56 285.56 175.52 260.82 276.39 370.45 369.00 190.27 232.85 370.45 369.00 412.19 412.19 333.07 339.49 861.25 412.19 294.92 702.69 305.56 591.29 412.19 415.71 426.08 412.19 805.73 693.63 412.19 412.19 278.48 374.60 320.29 882.08 412.19 658.12 412.19 276.60 262.80 412.19 412.19 412.19 412.19 262.65 249.00 330.20 338.31 922.41 412.19 330.20 338.31 922.41 412.19 315.83 412.19 359.77 506.81 375.08
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0
1920.6 195.8 183.6 2217.7 116.5 2214.1 150.8 210.1 196.8 3625.0 131.0 138.3 3033.3 130.1 131.0 2127.0 2127.0 154.6 150.3 2025.9 2127.0 182.1 2249.4 174.1 2462.7 2127.0 101.6 94.9 2127.0 2098.0 2264.3 2127.0 2127.0 195.1 127.5 163.4 2000.0 2127.0 2326.1 2127.0 196.7 208.4 2127.0 2127.0 2127.0 2127.0 208.5 220.8 156.6 151.1 1951.3 2127.0 156.6 151.1 1951.3 2127.0 166.6 2127.0 137.0 2703.0 127.2
5436803945 -10134524 -9452285 8707514939 -5478608 8661721382 -7514849 -10875457 -10187795 41746561651 -6326684 -6758745 23788478402 -6272047 -6326684 7599967997 7599967997 -7741527 -7479909 6480724431 7599967997 -9367787 9119100255 -8903461 12222618947 7599967997 -4656363 -4307796 7599967997 7267325509 9316511896 7599967997 7599967997 -10095168 -6116955 -8273485 6212520521 7599967997 10166035590 7599967997 -10178455 -10788991 7599967997 7599967997 7599967997 7599967997 -10795573 -11384575 -7859925 -7527729 5728281275 7599967997 -7859925 -7527729 5728281275 7599967997 -8462523 7599967997 -6678960 16478516426 -6099138
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.0 6.0 6.3 2.7 N/A N/A N/A N/A 1.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.0 6.0 6.3 2.7 N/A N/A N/A N/A 1.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
411.52 412.19 412.19 447.35 412.19 412.19 457.22 575.87 704.04 412.19 412.19 337.11 450.27 430.05 817.43 512.85 412.19 412.19 341.62 430.16 412.19 412.19 412.19 392.70 252.76 326.46 654.85 657.52 412.19 412.19 654.85 657.52 412.19 412.19 412.19 412.19 412.19 412.19 713.16 412.19 412.19 412.19 412.19 412.19 412.19 412.19 277.10 278.10 279.10 280.10 700.91 282.10 283.10 284.10 285.10 383.04 287.10 386.21 316.90 290.10 291.10 292.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0
104.3 2127.0 2127.0 2966.8 2127.0 2127.0 2914.2 2499.5 2247.2 2127.0 2127.0 151.9 2950.8 92.3 2082.4 2681.9 2127.0 2127.0 148.8 92.3 2127.0 2127.0 2127.0 116.1 217.4 159.1 2332.1 2327.2 2127.0 2127.0 2332.1 2327.2 2127.0 2127.0 2127.0 2127.0 2127.0 2127.0 2232.6 2127.0 2127.0 2127.0 2127.0 2127.0 2127.0 2127.0 2350.9 2351.9 2352.9 2353.9 2252.3 2355.9 2356.9 2357.9 2358.9 122.2 2360.9 120.2 165.8 2363.9 2364.9 2365.9
-4799267 7599967997 7599967997 22172333854 7599967997 7599967997 20945528155 12819759192 9090312963 7599967997 7599967997 -7576474 21793623391 -4176121 7091845898 16070306152 7599967997 7599967997 -7394232 -4172391 7599967997 7599967997 7599967997 -5457298 -11224617 -8014853 10251171314 10181462790 7599967997 7599967997 10251171314 10181462790 7599967997 7599967997 7599967997 7599967997 7599967997 7599967997 8899572596 7599967997 7599967997 7599967997 7599967997 7599967997 7599967997 7599967997 10521131716 10535610176 10550101847 10564606736 9157415184 10593656191 10608200768 10622758588 10637329654 -5805726 10666511555 -5690727 -8416972 10710383911 10725034589 10739698557
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A 0.4 N/A N/A N/A N/A 2.5 N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 N/A N/A N/A N/A N/A N/A N/A 0.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A 0.4 N/A N/A N/A N/A 2.5 N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 N/A N/A N/A N/A N/A N/A N/A 0.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
262.19 304.56 243.89 575.53 654.49 659.96 659.96 575.53 654.49 659.96 659.96 541.26 659.96 841.36 732.48 727.36 659.96 659.96 659.96 811.53 659.96 659.96 823.41 659.96 317.10 318.10 319.10 580.41 321.10 322.10 860.71 335.75 609.74 326.10 271.17 303.86 329.10 330.10 331.10 332.10 247.68 278.87 392.28 413.83 337.10 338.10 392.28 413.83 341.10 342.10 435.24 344.10 904.18 924.25 356.71 348.10 498.85 502.50 809.59 492.13 500.58 786.33
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0
208.9 174.8 225.7 2500.3 2332.8 2371.9 2372.9 2500.3 2332.8 2375.9 2376.9 2592.1 2378.9 2051.2 2202.6 2210.4 2382.9 2383.9 2384.9 2090.2 2386.9 2387.9 2074.5 2389.9 2390.9 2391.9 2392.9 2488.4 2394.9 2395.9 2026.6 152.8 2421.7 2399.9 201.2 175.3 2402.9 2403.9 2404.9 2405.9 222.1 194.8 3374.7 3186.3 2410.9 2411.9 3374.7 3186.3 2414.9 2415.9 3038.0 2417.9 1973.1 1949.1 138.9 2421.9 2732.1 2718.6 2092.8 2757.9 2725.7 2124.5
-10815437 -8947039 -11598464 12833693915 10260593937 10827961779 10842718942 12833693915 10260593937 10887070478 10901881027 14409523553 10931542215 6749629292 8516185905 8615333792 10991025121 11005929327 11020846936 7179613003 11050722389 11065680244 7004265598 11095636245 11110634401 11125646003 11140671056 12637996991 11170761542 11185826986 6487871344 -7631850 11578396852 11246223578 -10419499 -8977253 11291662746 11306836163 11322023103 11337223572 -11440283 -10078008 33329065604 27801352871 11413429074 11428710847 33329065604 27801352871 11474637619 11489973714 23906388364 11520686697 5941882434 5707254646 -6797121 11582276001 17052530773 16784160882 7208824675 17572110881 16924468701 7571153634
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 1.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6.2 9.2 5.9 9.5 N/A N/A N/A N/A 5.5 N/A 2.7 N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.4 1.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6.2 9.2 5.9 9.5 N/A N/A N/A N/A 5.5 N/A 2.7 N/A N/A
exx
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.212 0.135 0.047 0.041 0.741 0.023 0.378 0.402 0.693 0.112 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex
m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 353.00 353.00 N/A N/A 353.00 N/A 353.00 353.00 353.00 353.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 100 100 N/A N/A 100 N/A 100 100 100 100 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 211.86812 134.570911 N/A N/A 740.527382 N/A 377.660412 401.662875 693.307914 111.66118 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 186 -46 N/A N/A 1772 N/A 683 755 1630 -115 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 21538.0 16199.8 N/A N/A 58047.9 N/A 32987.8 34645.5 54786.9 14617.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5384504.1 4049942.8 N/A N/A 14511977.5 N/A 8246961.7 8661372.0 13696718.1 3654398.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
881.33 852.47 357.10 358.10 345.17 360.10 608.01 577.44 363.10 342.74 365.10 306.12 274.65 368.10 369.10 370.10 371.10 281.16 250.24 439.76 476.10 376.10 377.10 439.76 476.10 380.10 381.10 366.05 823.94 453.39 456.91 450.47 387.10 741.46 757.82 466.46 692.23 675.38 472.76 827.35 387.10 387.10 387.10 366.02 399.10 546.07 521.86 376.98 403.10 404.10 405.10 406.10 407.10 408.10 409.10 410.10 411.10 412.10 413.10 414.10 415.10 416.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 705806939.0 53289457.0 N/A N/A 293108417.0 N/A 376253337.2 357152394.0 292163247.5 49047491.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 250.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 361.9 284.6 197.2 191.2 890.5 172.9 527.7 551.7 843.3 261.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 9.13 9.13 N/A N/A 9.13 N/A 9.13 9.13 9.13 9.13 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4004.7 269.2 N/A N/A 1959.8 N/A 2027.7 1766.3 832.5 132.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
-7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 -7143.0 7990.7 2469.4 -3769.1 -4198.7 45752.8 -5508.8 19833.3 21547.7 42379.9 833.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2000.9 2037.0 2430.9 2431.9 146.5 2433.9 2425.4 2495.6 2436.9 148.1 2438.9 173.7 198.3 2441.9 2442.9 2443.9 2444.9 192.9 219.7 3010.6 2824.6 2449.9 2450.9 3010.6 2824.6 2453.9 2454.9 132.9 2073.8 2934.1 2915.7 2949.7 2460.9 2189.0 2164.9 2868.6 2266.6 2295.3 2839.5 2069.3 2468.9 2469.9 2470.9 132.9 2472.9 2578.3 2651.8 3542.2 2476.9 2477.9 2478.9 2479.9 2480.9 2481.9 2482.9 2483.9 2484.9 2485.9 2486.9 2487.9 2488.9 2489.9
6222006948 6597808257 11721649966 11737204310 -7251613 11768354079 11635932279 12756166739 11815181523 -7349221 11846468417 -8879117 -10264946 11893501775 11909207056 11924926094 11940658896 -9976348 -11332010 23227101057 18963061373 12019529570 12035345079 23227101057 18963061373 12082874465 12098745232 -6438483 6996642643 21403886904 20981769894 21768109809 12194260468 8346797967 8051048045 19921735057 9347625315 9736664337 19283568843 4198057056 9840193992 11466534873 11593038530 -39510341 11963423964 6570048023 6958011926 12562380905 10378472954 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A 4.2 N/A 0.6 0.9 N/A 0.5 N/A 2.7 N/A N/A N/A 4.6 1.3 1.0 N/A N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A 4.2 N/A 0.6 0.9 N/A 0.5 N/A 2.7 N/A N/A N/A 4.6 1.3 1.0 N/A N/A N/A N/A 0.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
417.10 418.10 419.10 420.10 421.10 422.10 423.10 424.10 425.10 426.10 427.10 428.10 429.10 430.10 431.10 432.10 433.10 434.10 435.10 436.10 437.10 438.10 439.10 440.10 441.10 442.10 443.10 444.10 445.10 446.10 447.10 448.10 449.10 450.10 451.10 452.10 453.10 454.10 455.10 456.10 457.10 458.10 459.10 460.10 461.10 462.10 463.10 464.10 465.10 466.10 467.10 468.10 469.10 470.10 471.10 472.10 473.10 474.10 475.10 476.10 477.10 478.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2490.9 2491.9 2492.9 2493.9 2494.9 2495.9 2496.9 2497.9 2498.9 2499.9 2500.9 2501.9 2502.9 2503.9 2504.9 2505.9 2506.9 2507.9 2508.9 2509.9 2510.9 2511.9 2512.9 2513.9 2514.9 2515.9 2516.9 2517.9 2518.9 2519.9 2520.9 2521.9 2522.9 2523.9 2524.9 2525.9 2526.9 2527.9 2528.9 2529.9 2530.9 2531.9 2532.9 2533.9 2534.9 2535.9 2536.9 2537.9 2538.9 2539.9 2540.9 2541.9 2542.9 2543.9 2544.9 2545.9 2546.9 2547.9 2548.9 2549.9 2550.9 2551.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
479.10 480.10 481.10 482.10 483.10 484.10 485.10 486.10 487.10 488.10 489.10 490.10 491.10 492.10 493.10 494.10 495.10 496.10 497.10 498.10 499.10 500.10 501.10 502.10 503.10 504.10 505.10 506.10 507.10 508.10 509.10 510.10 511.10 512.10 513.10 514.10 515.10 516.10 517.10 518.10 519.10 520.10 521.10 522.10 523.10 524.10 525.10 526.10 527.10 528.10 529.10 530.10 531.10 532.10 533.10 534.10 535.10 536.10 537.10 538.10 539.10 540.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2552.9 2553.9 2554.9 2555.9 2556.9 2557.9 2558.9 2559.9 2560.9 2561.9 2562.9 2563.9 2564.9 2565.9 2566.9 2567.9 2568.9 2569.9 2570.9 2571.9 2572.9 2573.9 2574.9 2575.9 2576.9 2577.9 2578.9 2579.9 2580.9 2581.9 2582.9 2583.9 2584.9 2585.9 2586.9 2587.9 2588.9 2589.9 2590.9 2591.9 2592.9 2593.9 2594.9 2595.9 2596.9 2597.9 2598.9 2599.9 2600.9 2601.9 2602.9 2603.9 2604.9 2605.9 2606.9 2607.9 2608.9 2609.9 2610.9 2611.9 2612.9 2613.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
541.10 542.10 543.10 544.10 545.10 546.10 547.10 548.10 549.10 550.10 551.10 552.10 553.10 554.10 555.10 556.10 557.10 558.10 559.10 560.10 561.10 562.10 563.10 564.10 565.10 566.10 567.10 568.10 569.10 570.10 571.10 572.10 573.10 574.10 575.10 576.10 577.10 578.10 579.10 580.10 581.10 582.10 583.10 584.10 585.10 586.10 587.10 588.10 589.10 590.10 591.10 592.10 593.10 594.10 595.10 596.10 597.10 598.10 599.10 600.10 601.10 602.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2614.9 2615.9 2616.9 2617.9 2618.9 2619.9 2620.9 2621.9 2622.9 2623.9 2624.9 2625.9 2626.9 2627.9 2628.9 2629.9 2630.9 2631.9 2632.9 2633.9 2634.9 2635.9 2636.9 2637.9 2638.9 2639.9 2640.9 2641.9 2642.9 2643.9 2644.9 2645.9 2646.9 2647.9 2648.9 2649.9 2650.9 2651.9 2652.9 2653.9 2654.9 2655.9 2656.9 2657.9 2658.9 2659.9 2660.9 2661.9 2662.9 2663.9 2664.9 2665.9 2666.9 2667.9 2668.9 2669.9 2670.9 2671.9 2672.9 2673.9 2674.9 2675.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
603.10 604.10 605.10 606.10 607.10 608.10 609.10 610.10 611.10 612.10 613.10 614.10 615.10 616.10 617.10 618.10 619.10 620.10 621.10 622.10 623.10 624.10 625.10 626.10 627.10 628.10 629.10 630.10 631.10 632.10 633.10 634.10 635.10 636.10 637.10 638.10 639.10 640.10 641.10 642.10 643.10 644.10 645.10 646.10 647.10 648.10 649.10 650.10 651.10 652.10 653.10 654.10 655.10 656.10 657.10 658.10 659.10 660.10 661.10 662.10 663.10 664.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2676.9 2677.9 2678.9 2679.9 2680.9 2681.9 2682.9 2683.9 2684.9 2685.9 2686.9 2687.9 2688.9 2689.9 2690.9 2691.9 2692.9 2693.9 2694.9 2695.9 2696.9 2697.9 2698.9 2699.9 2700.9 2701.9 2702.9 2703.9 2704.9 2705.9 2706.9 2707.9 2708.9 2709.9 2710.9 2711.9 2712.9 2713.9 2714.9 2715.9 2716.9 2717.9 2718.9 2719.9 2720.9 2721.9 2722.9 2723.9 2724.9 2725.9 2726.9 2727.9 2728.9 2729.9 2730.9 2731.9 2732.9 2733.9 2734.9 2735.9 2736.9 2737.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
665.10 666.10 667.10 668.10 669.10 670.10 671.10 672.10 673.10 674.10 675.10 676.10 677.10 678.10 679.10 680.10 681.10 682.10 683.10 684.10 685.10 686.10 687.10 688.10 689.10 690.10 691.10 692.10 693.10 694.10 695.10 696.10 697.10 698.10 699.10 700.10 701.10 702.10 703.10 704.10 705.10 706.10 707.10 708.10 709.10 710.10 711.10 712.10 713.10 714.10 715.10 716.10 717.10 718.10 719.10 720.10 721.10 722.10 723.10 724.10 725.10 726.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2738.9 2739.9 2740.9 2741.9 2742.9 2743.9 2744.9 2745.9 2746.9 2747.9 2748.9 2749.9 2750.9 2751.9 2752.9 2753.9 2754.9 2755.9 2756.9 2757.9 2758.9 2759.9 2760.9 2761.9 2762.9 2763.9 2764.9 2765.9 2766.9 2767.9 2768.9 2769.9 2770.9 2771.9 2772.9 2773.9 2774.9 2775.9 2776.9 2777.9 2778.9 2779.9 2780.9 2781.9 2782.9 2783.9 2784.9 2785.9 2786.9 2787.9 2788.9 2789.9 2790.9 2791.9 2792.9 2793.9 2794.9 2795.9 2796.9 2797.9 2798.9 2799.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
exx
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
ezz
ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6 ex>L/6
m N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
n
ns
As
f
e
k1
k2
k3
Y
RHS
Pt
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
727.10 728.10 729.10 730.10 731.10 732.10 733.10 734.10 735.10 736.10 737.10 738.10 739.10 740.10 741.10 742.10 743.10 744.10 745.10 746.10 747.10 748.10 749.10 750.10 751.10 752.10 753.10 754.10 755.10 756.10 757.10 758.10 759.10 760.10 761.10 762.10 763.10 764.10 765.10 766.10 767.10 768.10 769.10 770.10
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
X
RHS
fc1
Pt
N/A For
KN For
KN For
a0 =L/2 + f For
w =L/2 + e For
For
For
For
No uplift
Uplift
Uplift
Uplift
Uplift
Uplift
mm
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
k
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
2800.9 2801.9 2802.9 2803.9 2804.9 2805.9 2806.9 2807.9 2808.9 2809.9 2810.9 2811.9 2812.9 2813.9 2814.9 2815.9 2816.9 2817.9 2818.9 2819.9 2820.9 2821.9 2822.9 2823.9 2824.9 2825.9 2826.9 2827.9 2828.9 2829.9 2830.9 2831.9 2832.9 2833.9 2834.9 2835.9 2836.9 2837.9 2838.9 2839.9 2840.9 2841.9 2842.9 2843.9
n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
For w < a
C c/c distance
Uplift
Uplift
N/mm2
KN
mm
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200
TF = P
TN = P - TF
betn bolts 1 + (e+c/2) (c/2 - e)
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 3.0 3.2 1.3 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 1.2 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.1 4.6 2.9 4.8 0.0 0.0 0.0 0.0 2.7 0.0 1.3 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 2.1 0.0 0.3 0.5 0.0 0.2 0.0 1.4 0.0 0.0 0.0 2.3 0.7 0.5 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per
bolt For
Uplift KN
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.08 0.13 0.15 0.07 0.06 0.11 0.12 0.05 0.26 0.31 0.33 0.27 0.13 0.35 0.06 0.13 0.05 0.14 0.09 0.15 0.08 0.16 0.32 0.39 0.34 0.42 0.18 0.45 0.15 0.07 0.06 0.16 N/A N/A N/A N/A 0.71 0.63 0.66 0.75 N/A 0.79 0.05 0.14 0.14 0.05 0.42 0.50 0.50 0.42 0.00 0.08 0.10 0.03 0.52 0.13 0.15 0.07 0.16 0.06 0.65
0.08 0.13 0.15 0.07 0.06 0.11 0.12 0.05 0.26 0.31 0.33 0.27 0.13 0.35 0.06 0.13 0.05 0.14 0.09 0.15 0.08 0.16 0.32 0.39 0.34 0.42 0.18 0.45 0.15 0.07 0.06 0.16 N/A N/A N/A N/A 0.71 0.63 0.66 0.75 N/A 0.79 0.05 0.14 0.14 0.05 0.42 0.50 0.50 0.42 0.00 0.08 0.10 0.03 0.52 0.13 0.15 0.07 0.16 0.06 0.65
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A N/A N/A N/A fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.08
N/A
N/A
0.44
N/A
0.13
N/A
N/A
0.56
N/A
N/A
0.15
N/A
N/A
0.59
N/A
N/A
N/A
0.07
N/A
N/A
0.40
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.51
20.2
N/A
N/A
N/A
N/A
0.12
N/A
N/A
0.53
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.26
N/A
N/A
0.79
20.2
N/A
N/A
N/A
N/A
0.31
N/A
N/A
0.85
20.2
N/A
N/A
N/A
N/A
0.33
N/A
N/A
0.89
20.2
N/A
N/A
N/A
N/A
0.27
N/A
N/A
0.79
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.35
N/A
N/A
0.91
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.35
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.44
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.61
20.2
N/A
N/A
N/A
N/A
0.32
N/A
N/A
0.87
20.2
N/A
N/A
N/A
N/A
0.39
N/A
N/A
0.96
20.2
N/A
N/A
N/A
N/A
0.34
N/A
N/A
0.90
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
1.00
20.2
N/A
N/A
N/A
N/A
0.18
N/A
N/A
0.66
20.2
N/A
N/A
N/A
N/A
0.45
N/A
N/A
1.03
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.41
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.38
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.62
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.71
N/A
N/A
1.29
20.2
N/A
N/A
N/A
N/A
0.63
N/A
N/A
1.22
20.2
N/A
N/A
N/A
N/A
0.66
N/A
N/A
1.25
20.2
N/A
N/A
N/A
N/A
0.75
N/A
N/A
1.33
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.79
N/A
N/A
1.37
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.34
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.34
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
1.00
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.08
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.08
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
1.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.03
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.42
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.25
20.2
N/A
N/A
N/A
N/A
0.52
N/A
N/A
1.11
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.42
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.62
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.38
20.2
N/A
N/A
N/A
N/A
0.65
N/A
N/A
1.24
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.58 0.66 0.57 0.06 N/A 0.10 0.02 0.69 0.15 N/A 0.13 0.03 0.04 N/A 0.14 0.06 0.06 0.00 0.17 0.09 0.10 0.08 0.11 0.13 N/A 0.04 0.03 0.17 0.01 0.09 0.08 0.14 N/A 0.07 0.06 0.11 0.09 0.08 0.13 0.07 0.15 0.11 0.15 0.09 0.16 0.22 0.26 0.22 0.29 0.17 0.30 0.16 0.11 0.10 0.18 0.46 0.42 0.40 0.47 0.29 0.24 0.27
0.58 0.66 0.57 0.06 N/A 0.10 0.02 0.69 0.15 N/A 0.13 0.03 0.04 N/A 0.14 0.06 0.06 0.00 0.17 0.09 0.10 0.08 0.11 0.13 N/A 0.04 0.03 0.17 0.01 0.09 0.08 0.14 N/A 0.07 0.06 0.11 0.09 0.08 0.13 0.07 0.15 0.11 0.15 0.09 0.16 0.22 0.26 0.22 0.29 0.17 0.30 0.16 0.11 0.10 0.18 0.46 0.42 0.40 0.47 0.29 0.24 0.27
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.58
N/A
N/A
1.17
N/A
0.66
N/A
N/A
1.25
N/A
N/A
0.57
N/A
N/A
1.16
N/A
N/A
N/A
0.06
N/A
N/A
0.37
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.02
N/A
N/A
0.19
20.2
N/A
N/A
N/A
N/A
0.69
N/A
N/A
1.28
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.28
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.31
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.58
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.37
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.10
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.63
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.46
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.48
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.43
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.32
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.28
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.64
20.2
N/A
N/A
N/A
N/A
0.01
N/A
N/A
0.12
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.47
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.41
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.08
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.40
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.47
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.61
20.2
N/A
N/A
N/A
N/A
0.22
N/A
N/A
0.73
20.2
N/A
N/A
N/A
N/A
0.26
N/A
N/A
0.79
20.2
N/A
N/A
N/A
N/A
0.22
N/A
N/A
0.73
20.2
N/A
N/A
N/A
N/A
0.29
N/A
N/A
0.83
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.63
20.2
N/A
N/A
N/A
N/A
0.30
N/A
N/A
0.84
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.62
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.48
20.2
N/A
N/A
N/A
N/A
0.18
N/A
N/A
0.65
20.2
N/A
N/A
N/A
N/A
0.46
N/A
N/A
1.04
20.2
N/A
N/A
N/A
N/A
0.42
N/A
N/A
0.99
20.2
N/A
N/A
N/A
N/A
0.40
N/A
N/A
0.98
20.2
N/A
N/A
N/A
N/A
0.47
N/A
N/A
1.06
20.2
N/A
N/A
N/A
N/A
0.29
N/A
N/A
0.82
20.2
N/A
N/A
N/A
N/A
0.24
N/A
N/A
0.76
20.2
N/A
N/A
N/A
N/A
0.27
N/A
N/A
0.79
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.34 0.53 0.40 0.05 0.14 0.05 0.13 0.39 0.47 0.39 0.47 N/A 0.07 0.01 0.09 0.49 0.11 0.15 0.07 0.06 0.16 0.57 0.50 0.49 0.58 0.02 N/A N/A 0.05 0.60 0.07 0.05 0.12 0.13 0.04 0.04 0.11 0.11 0.03 0.24 0.30 0.32 0.25 0.11 0.33 0.14 0.06 0.15 0.05 N/A N/A N/A N/A 0.62 0.54 0.64 0.56 N/A 0.66 N/A 0.13 0.04
0.34 0.53 0.40 0.05 0.14 0.05 0.13 0.39 0.47 0.39 0.47 N/A 0.07 0.01 0.09 0.49 0.11 0.15 0.07 0.06 0.16 0.57 0.50 0.49 0.58 0.02 N/A N/A 0.05 0.60 0.07 0.05 0.12 0.13 0.04 0.04 0.11 0.11 0.03 0.24 0.30 0.32 0.25 0.11 0.33 0.14 0.06 0.15 0.05 N/A N/A N/A N/A 0.62 0.54 0.64 0.56 N/A 0.66 N/A 0.13 0.04
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok N/A N/A N/A N/A fc ok fc ok fc ok fc ok N/A fc ok N/A fc ok fc ok
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.34
N/A
N/A
0.89
N/A
0.53
N/A
N/A
1.12
N/A
N/A
0.40
N/A
N/A
0.97
N/A
N/A
N/A
0.05
N/A
N/A
0.33
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.57
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.33
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.56
20.2
N/A
N/A
N/A
N/A
0.39
N/A
N/A
0.96
20.2
N/A
N/A
N/A
N/A
0.47
N/A
N/A
1.06
20.2
N/A
N/A
N/A
N/A
0.39
N/A
N/A
0.97
20.2
N/A
N/A
N/A
N/A
0.47
N/A
N/A
1.05
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.40
20.2
N/A
N/A
N/A
N/A
0.01
N/A
N/A
0.17
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.49
N/A
N/A
1.07
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.40
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.37
20.2
N/A
N/A
N/A
N/A
0.16
N/A
N/A
0.61
20.2
N/A
N/A
N/A
N/A
0.57
N/A
N/A
1.16
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.09
20.2
N/A
N/A
N/A
N/A
0.49
N/A
N/A
1.08
20.2
N/A
N/A
N/A
N/A
0.58
N/A
N/A
1.17
20.2
N/A
N/A
N/A
N/A
0.02
N/A
N/A
0.20
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.33
20.2
N/A
N/A
N/A
N/A
0.60
N/A
N/A
1.19
20.2
N/A
N/A
N/A
N/A
0.07
N/A
N/A
0.41
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.33
20.2
N/A
N/A
N/A
N/A
0.12
N/A
N/A
0.54
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.31
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.30
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.51
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.29
20.2
N/A
N/A
N/A
N/A
0.24
N/A
N/A
0.75
20.2
N/A
N/A
N/A
N/A
0.30
N/A
N/A
0.85
20.2
N/A
N/A
N/A
N/A
0.32
N/A
N/A
0.87
20.2
N/A
N/A
N/A
N/A
0.25
N/A
N/A
0.76
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.52
20.2
N/A
N/A
N/A
N/A
0.33
N/A
N/A
0.89
20.2
N/A
N/A
N/A
N/A
0.14
N/A
N/A
0.58
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.59
20.2
N/A
N/A
N/A
N/A
0.05
N/A
N/A
0.34
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.62
N/A
N/A
1.21
20.2
N/A
N/A
N/A
N/A
0.54
N/A
N/A
1.13
20.2
N/A
N/A
N/A
N/A
0.64
N/A
N/A
1.23
20.2
N/A
N/A
N/A
N/A
0.56
N/A
N/A
1.15
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.66
N/A
N/A
1.25
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.30
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4004.7 269.2 0.0 0.0 1959.8 0.0 2027.7 1766.3 832.5 132.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A bolts unsafe bolts unsafe N/A N/A bolts unsafe N/A bolts unsafe bolts unsafe bolts unsafe bolts unsafe N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts fail Bolts fail Bolts OK Bolts OK Bolts fail Bolts OK Bolts fail Bolts fail Bolts fail Bolts fail Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A -1780.63 -235.88 N/A N/A -1918.42 N/A -1160.45 -1052.06 -766.88 -108.40 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.03 0.02 0.19 0.11 0.10 N/A 0.06 N/A N/A 0.11 N/A 0.13 N/A 0.03 0.04 0.06 N/A N/A N/A 0.18 0.01 0.09 0.10 N/A 0.10 0.15 0.11 0.17 0.09 0.44 0.40 0.45 0.38 0.29 0.25 0.34 0.27 0.50 0.41 1780.63 235.88 6.88 6.42 1918.42 1.94 1160.45 1052.06 766.88 108.40 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
0.03 0.02 0.19 0.11 0.10 N/A 0.06 N/A N/A 0.11 N/A 0.13 N/A 0.03 0.04 0.06 N/A N/A N/A 0.18 0.01 0.09 0.10 N/A 0.10 0.15 0.11 0.17 0.09 0.44 0.40 0.45 0.38 0.29 0.25 0.34 0.27 0.50 0.41 1780.63 235.88 6.88 6.42 1918.42 1.94 1160.45 1052.06 766.88 108.40 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
fc ok fc ok fc ok fc ok fc ok N/A fc ok N/A N/A fc ok N/A fc ok N/A fc ok fc ok fc ok N/A N/A N/A fc ok fc ok fc ok fc ok N/A fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok fc ok unsafe unsafe fc ok fc ok unsafe fc ok unsafe unsafe unsafe unsafe N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.03
N/A
N/A
0.26
N/A
0.02
N/A
N/A
0.23
N/A
N/A
0.19
N/A
N/A
0.67
N/A
N/A
N/A
0.11
N/A
N/A
0.51
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.39
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.51
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.13
N/A
N/A
0.55
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.03
N/A
N/A
0.25
20.2
N/A
N/A
N/A
N/A
0.04
N/A
N/A
0.29
20.2
N/A
N/A
N/A
N/A
0.06
N/A
N/A
0.36
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.18
N/A
N/A
0.65
20.2
N/A
N/A
N/A
N/A
0.01
N/A
N/A
0.17
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.46
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.48
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
N/A
20.2
N/A
N/A
N/A
N/A
0.10
N/A
N/A
0.49
20.2
N/A
N/A
N/A
N/A
0.15
N/A
N/A
0.60
20.2
N/A
N/A
N/A
N/A
0.11
N/A
N/A
0.50
20.2
N/A
N/A
N/A
N/A
0.17
N/A
N/A
0.63
20.2
N/A
N/A
N/A
N/A
0.09
N/A
N/A
0.45
20.2
N/A
N/A
N/A
N/A
0.44
N/A
N/A
1.02
20.2
N/A
N/A
N/A
N/A
0.40
N/A
N/A
0.97
20.2
N/A
N/A
N/A
N/A
0.45
N/A
N/A
1.03
20.2
N/A
N/A
N/A
N/A
0.38
N/A
N/A
0.95
20.2
N/A
N/A
N/A
N/A
0.29
N/A
N/A
0.83
20.2
N/A
N/A
N/A
N/A
0.25
N/A
N/A
0.77
20.2
N/A
N/A
N/A
N/A
0.34
N/A
N/A
0.90
20.2
N/A
N/A
N/A
N/A
0.27
N/A
N/A
0.80
20.2
N/A
N/A
N/A
N/A
0.50
N/A
N/A
1.09
20.2
N/A
N/A
N/A
N/A
0.41
N/A
N/A
0.98
20.2
N/A
N/A
N/A
N/A
1758.90
N/A
N/A
64.50
20.2
N/A
N/A
N/A
N/A
229.72
N/A
N/A
23.31
20.2
N/A
N/A
N/A
N/A
6.88
N/A
N/A
4.03
20.2
N/A
N/A
N/A
N/A
6.42
N/A
N/A
3.90
20.2
N/A
N/A
N/A
N/A
1865.48
N/A
N/A
66.43
20.2
N/A
N/A
N/A
N/A
1.94
N/A
N/A
2.14
20.2
N/A
N/A
N/A
N/A
1138.99
N/A
N/A
51.91
20.2
N/A
N/A
N/A
N/A
1031.69
N/A
N/A
49.40
20.2
N/A
N/A
N/A
N/A
746.33
N/A
N/A
42.02
20.2
N/A
N/A
N/A
N/A
105.68
N/A
N/A
15.81
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
Tension per Check for
bolt ,KN For
Check for
bolts bolts for Tension for Tension
fc
pmax
Final
N/mm2
N/mm2 includes Mz
Bearing Pressure
bearing stress in
fc
Calculation of Thickness
Allowable bending stress
concrete
No uplift KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Allowable Check for
N/m m 2
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK Bolts OK
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Along L
0.08 a/b
b1
a
b
N/m m 2
mm
mm
345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00 345.00
20.2
N/A
N/A
N/A
20.2
N/A
N/A
N/A
20.2
N/A
N/A
20.2
N/A
20.2
b2
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
N/A
0.00
N/A
N/A
0.00
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
20.2
N/A
N/A
N/A
N/A
0.00
N/A
N/A
0.00
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.91
455.0
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.67
737.0
455.0
15
-2.13
0.0
N/A
737.0
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.61
813.1
813.1
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.98
378.8
378.8
15
-2.16
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
363.5
363.5
15
N/A
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.78
606.6
606.6
N/A
15
-2.09
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.12
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.73
671.1
N/A
671.1
15
-2.07
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.04
N/A
298.9
298.9
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.26
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
-5.04
1482.7
1482.7
15
-1.82
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.31
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-4.84
1725.3
1725.3
15
-1.75
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.33
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
-4.72
1862.3
1862.3
15
-1.70
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.27
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-5.03
1489.7
1489.7
15
-1.82
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.68
723.1
723.1
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.35
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.65
1939.4
1939.4
15
-1.68
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.03
314.0
314.0
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.67
741.1
741.1
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.06
284.2
284.2
15
-2.19
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.64
771.0
771.0
15
-2.04
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
488.9
488.9
15
-2.12
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.57
855.6
855.6
15
-2.01
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.90
463.3
463.3
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.55
881.2
881.2
15
-2.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.32
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.77
1804.8
1804.8
15
-1.72
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.39
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.46
2173.3
2173.3
15
-1.61
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.34
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.66
1927.1
1927.1
15
-1.68
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.31
2344.8
2344.8
15
-1.56
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.18
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.43
1019.5
1019.5
15
-1.96
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.45
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.15
2535.6
2535.6
15
-1.50
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.57
861.9
861.9
15
-2.01
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.96
392.5
392.5
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.01
342.5
342.5
15
-2.17
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.52
911.8
911.8
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.71
17225.1
17225.1
N/A
N/A
1.5
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-0.83
6540.8
6540.8
N/A
N/A
3.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.55
20897.9
20897.9
N/A
N/A
3.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
26.19
42333.5
42333.5
N/A
N/A
1.3
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.71
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-2.97
3952.7
3952.7
15
-1.07
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.63
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.30
3548.1
3548.1
15
-1.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.66
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.18
3691.5
3691.5
15
-1.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.75
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-2.78
4180.2
4180.2
15
-1.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
5.87
14869.5
14869.5
N/A
N/A
0.6
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.79
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-2.57
4432.1
4432.1
15
-0.93
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.07
269.9
269.9
15
-2.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-300.24
756.2
756.2
15
-108.44
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.65
760.3
760.3
15
-2.04
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.07
265.7
265.7
15
-2.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.30
2357.0
2357.0
15
-1.55
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.95
2776.9
2776.9
15
-1.43
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.95
2779.3
2779.3
15
-1.43
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.31
2354.4
2354.4
15
-1.55
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.00
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.30
2.3
2.3
15
-2.27
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.94
420.4
420.4
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.82
566.6
566.6
15
-2.10
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.18
142.5
142.5
15
-2.23
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.52
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.84
2905.9
2905.9
15
-1.39
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.67
743.9
743.9
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.57
852.7
852.7
15
-2.01
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.95
408.5
408.5
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.52
911.4
911.4
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.00
349.7
349.7
15
-2.17
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.65
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.24
3626.3
3626.3
15
-1.17
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.58
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.56
3243.5
1.122
0.66
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.20
3676.2
3243.5
15
-1.29
0.0
N/A
3676.2
15
-1.15
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.57
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.60
3193.4
3193.4
15
-1.30
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.02
331.5
331.5
15
-2.17
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.79
2969.3
2969.3
N/A
N/A
N/A
0.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.81
569.9
569.9
N/A
15
-2.10
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.02
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.22
88.6
N/A
88.6
15
-2.25
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.69
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.03
N/A
3878.5
3878.5
15
-1.09
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
-5.59
832.6
832.6
15
-2.02
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-4.24
2429.7
2429.7
N/A
N/A
1.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
-5.67
740.9
740.9
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-6.14
180.7
180.7
15
-2.22
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.10
228.4
228.4
15
-2.20
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.08
24240.6
24240.6
N/A
N/A
0.4
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.61
804.5
804.5
15
-2.03
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.02
322.9
322.9
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
363.5
363.5
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
0.00
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.28
25.2
25.2
15
-2.27
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.49
947.2
947.2
15
-1.98
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.87
501.5
501.5
15
-2.12
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.84
542.6
542.6
15
-2.11
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.92
439.1
439.1
15
-2.14
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
635.6
635.6
15
-2.08
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.66
747.8
747.8
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.54
16998.0
16998.0
N/A
N/A
1.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.10
235.3
235.3
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.14
187.6
187.6
15
-2.22
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.49
954.9
954.9
15
-1.98
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.01
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.27
32.3
32.3
15
-2.26
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
513.9
513.9
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.90
473.4
473.4
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.61
811.0
811.0
15
-2.03
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.80
22545.4
22545.4
N/A
N/A
0.4
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.96
402.3
402.3
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
361.1
361.1
15
-2.16
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.79
593.7
593.7
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
486.6
486.6
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.08
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.89
474.0
474.0
15
-2.13
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.68
727.4
727.4
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.97
381.2
381.2
15
-2.16
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.60
820.3
820.3
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.79
597.3
597.3
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.60
815.7
815.7
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
518.3
518.3
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.54
894.7
894.7
15
-2.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.22
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.23
1259.1
1259.1
15
-1.89
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.26
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.04
1477.5
1477.5
15
-1.82
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.22
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-300.66
1247.2
1247.2
15
-108.59
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.29
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.92
1623.7
1623.7
15
-1.78
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.50
936.9
936.9
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.30
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.86
1690.2
1690.2
15
-1.76
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.52
914.4
914.4
15
-1.99
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
638.3
638.3
15
-2.08
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.83
547.8
547.8
15
-2.11
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.18
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.44
1004.9
1004.9
15
-1.97
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.46
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.12
2573.3
2573.3
15
-1.49
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.32
2335.7
2335.7
15
-1.56
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.40
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.39
2258.7
2258.7
15
-1.58
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.47
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.06
2650.1
2650.1
15
-1.47
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.29
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.94
1603.5
1603.5
15
-1.78
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.24
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.14
1365.2
1365.2
15
-1.86
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.27
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.03
1489.9
1489.9
15
-1.82
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.34
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.70
1882.7
1.122
0.53
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.81
2947.6
1882.7
15
-1.70
0.0
N/A
2947.6
15
-1.37
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.40
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.40
2245.2
2245.2
15
-1.59
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
253.7
253.7
15
-2.20
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.65
757.1
757.1
15
N/A
-2.04
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
259.9
259.9
N/A
15
-2.19
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.66
751.0
N/A
751.0
15
-2.04
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.39
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.43
N/A
2204.1
2204.1
15
-1.60
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.47
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
-4.07
2638.4
2638.4
15
-1.47
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.39
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-4.43
2210.5
2210.5
15
-1.60
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.47
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
-4.07
2632.1
2632.1
15
-1.47
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-4.31
2354.0
2354.0
N/A
N/A
0.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.98
369.5
369.5
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.01
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-299.66
68.0
68.0
15
-108.22
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
489.1
489.1
15
-2.12
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.49
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.99
2728.7
2728.7
15
-1.44
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
630.4
630.4
15
-2.08
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.58
841.1
841.1
15
-2.02
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.98
371.3
371.3
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.02
323.5
323.5
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.54
888.9
888.9
15
-2.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.57
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.59
3203.4
3203.4
15
-1.30
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.93
2798.8
2798.8
15
-1.42
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.49
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.97
2758.1
2758.1
15
-1.43
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.58
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.56
3244.2
3244.2
15
-1.29
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.02
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.22
90.1
90.1
15
-2.25
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
2.02
10036.2
10036.2
N/A
N/A
1.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
29.57
47222.5
47222.5
N/A
N/A
0.8
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
258.2
258.2
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.60
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.48
3336.3
3336.3
15
-1.26
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.07
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.96
391.9
391.9
15
-2.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.08
254.5
254.5
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.12
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.71
694.1
694.1
15
-2.06
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.69
719.1
719.1
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.10
229.5
229.5
15
-2.20
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.11
217.1
217.1
15
-2.21
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.79
594.3
594.3
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.77
615.9
615.9
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.13
195.6
195.6
15
-2.21
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.24
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-393.17
144794.1
144794.1
0
-142.00
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.30
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.86
1697.9
1697.9
15
-1.75
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.32
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.77
1802.4
1802.4
15
-1.72
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.25
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.12
1382.3
1382.3
15
-1.85
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.76
638.3
638.3
15
-2.08
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.33
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.73
1854.9
1854.9
15
-1.71
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.14
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.63
786.0
786.0
15
-2.03
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.03
312.9
312.9
15
-2.18
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.59
832.9
832.9
15
-2.02
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.05
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.07
265.9
265.9
15
-2.19
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
5.62
14551.9
14551.9
N/A
N/A
3.1
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
5.62
14551.9
14551.9
N/A
N/A
4.6
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.20
12759.7
12759.7
N/A
N/A
2.9
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.85
18694.7
18694.7
N/A
N/A
4.8
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.62
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.38
3454.9
3454.9
15
-1.22
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.54
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.72
3047.9
3047.9
15
-1.34
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.64
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.26
3605.8
3605.8
15
-1.18
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.56
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.66
3119.5
3119.5
15
-1.32
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
6.68
15905.6
15905.6
N/A
N/A
2.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.66
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.18
3694.7
3694.7
15
-1.15
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.85
17397.2
17397.2
N/A
N/A
1.3
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.68
721.7
721.7
15
-2.05
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.12
206.7
206.7
15
-2.21
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
0.03
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.16
158.0
1.122
0.02
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.20
120.5
158.0
15
-2.23
0.0
N/A
120.5
15
-2.24
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
0.19
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.41
1047.7
1047.7
15
-1.95
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.78
604.8
604.8
15
-2.09
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.82
563.4
563.4
15
N/A
-2.10
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-7.54
-1456.3
-1456.3
N/A
N/A
N/A
2.1
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.99
359.5
N/A
359.5
15
-2.16
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.77
N/A
1805.6
1805.6
N/A
N/A
0.3
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
5.08
13862.3
13862.3
N/A
N/A
0.5
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
-5.77
620.8
620.8
15
-2.08
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
2.75
10937.3
10937.3
N/A
N/A
0.2
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.13
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
-5.69
716.7
716.7
15
-2.05
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
7.94
17516.5
17516.5
N/A
N/A
1.4
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.03
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.17
153.0
153.0
15
-2.23
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.04
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.13
201.7
201.7
15
-2.21
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.06
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.03
310.5
310.5
15
-2.18
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.85
18695.9
18695.9
N/A
N/A
2.3
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.20
12760.0
12760.0
N/A
N/A
0.7
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
6.54
15719.6
15719.6
N/A
N/A
0.5
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
0.18
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.45
997.0
997.0
15
-1.97
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
0.01
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-6.24
71.0
71.0
15
-2.25
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
511.2
511.2
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.83
553.1
553.1
15
-2.10
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
6.68
15905.7
15905.7
N/A
N/A
0.4
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.10
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.82
563.3
563.3
15
-2.10
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.15
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.58
849.8
849.8
15
-2.01
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.11
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.80
590.7
590.7
15
-2.09
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.17
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.49
951.1
951.1
15
-1.98
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.09
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.88
489.4
489.4
15
-2.12
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.44
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.23
2444.6
2444.6
15
-1.53
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.40
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.42
2221.4
2221.4
15
-1.60
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.45
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.16
2530.5
2530.5
15
-1.50
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.38
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.49
2135.6
2135.6
15
-1.62
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.29
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.93
1616.6
1616.6
15
-1.78
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.25
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.12
1393.3
1393.3
15
-1.85
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.34
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-403.62
165306.1
165306.1
0
-145.77
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.27
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.01
1513.4
1513.4
15
-1.81
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.50
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-3.91
2823.2
2823.2
15
-1.41
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
0.41
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-4.38
2269.7
2269.7
15
-1.58
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1737.16
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.15
20386.1
20386.1
15
3.67
4004.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
223.57
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.18
19112.6
19112.6
15
3.31
269.2
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
6.88
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.71
19802.2
19802.2
15
3.51
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
6.42
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.63
19695.9
19695.9
15
3.48
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1812.54
N/A
N/A
N/A
205.8
209.6
9.4
14.2
12.50
23468.0
23468.0
15
4.51
1959.8
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1.94
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.86
20000.0
20000.0
15
3.56
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1117.53
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.71
22430.7
22430.7
15
4.23
2027.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
1011.33
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.66
21039.7
21039.7
15
3.85
1766.3
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
725.78
N/A
N/A
N/A
205.8
209.6
9.4
14.2
2.25
10315.3
10315.3
15
0.81
832.5
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
102.97
N/A
N/A
N/A
205.8
209.6
9.4
14.2
2.52
10651.8
10651.8
15
0.91
132.7
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.45
13070.8
13070.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
15.83
27924.2
27924.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.20
20439.8
20439.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
10.20
20438.7
20438.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.21
12774.5
12774.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
12.79
23851.5
23851.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.54
18289.1
18289.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.53
18271.7
18271.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.7
54168.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.37
12974.9
12974.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-5.86
514.4
514.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-0.70
6692.8
6692.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
-0.70
6693.7
6693.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.39
24651.9
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
4.77
13472.9
24651.9
N/A
N/A
0.0
N/A
13472.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.11
19025.3
19025.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
9.11
19026.2
19026.2
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
17.34
29968.7
29968.7
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
8.92
18785.4
18785.4
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.11
24275.8
N/A
24275.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.17
N/A
24357.6
24357.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
17.35
29976.5
29976.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
8.92
18781.9
18781.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
13.11
24277.8
24277.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
13.17
24360.0
24360.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
17.79
30583.1
30583.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
17.90
30734.4
30734.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
16.22
28447.0
28447.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.98
22774.6
22774.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
14.10
25602.0
25602.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
14.10
25602.5
25602.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
14.67
26359.5
26359.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
11.89
22659.5
22659.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.28
24505.3
24505.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
13.28
24509.4
24509.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.8
54167.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.9
54165.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.5
54165.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.6
54170.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.1
54171.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.6
54171.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.2
54172.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
N/A
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.6
54172.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.3
54172.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.1
54172.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.8
54171.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.6
54171.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.3
54171.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.1
54171.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.9
54170.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.8
54170.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.6
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.4
54170.6
N/A
N/A
0.0
N/A
54170.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.1
54170.1
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
N/A
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.1
54165.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.0
54166.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.7
54166.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.2
54167.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.7
54167.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.1
54168.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.4
54168.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.6
54168.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
54168.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.5
54172.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.1
54172.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.8
54170.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.5
54171.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.4
54172.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
54168.8
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
54168.8
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.8
N/A
54168.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54168.7
54168.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54168.7
54168.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54168.6
54168.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54168.5
54168.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54168.4
54168.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.3
54168.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.2
54168.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.0
54168.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.9
54167.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.7
54167.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.5
54167.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.3
54167.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54167.0
54167.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.7
54166.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.4
54166.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54166.0
54166.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.6
54165.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54165.1
54165.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.2
54170.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.3
54170.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.5
54170.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.7
54170.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54171.0
54171.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.2
54171.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.5
54171.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.8
54171.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.2
54172.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.6
54172.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
N/A
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
N/A
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.9
54169.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.2
54170.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.2
54170.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.8
54170.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54171.0
54171.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.4
54172.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.8
54169.8
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.1
54170.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.5
54170.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54171.0
54171.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.7
54171.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.5
54172.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54172.1
54172.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
Calculation of Thickness
for two sides fixed (Bolts outside flange)
0.08 a/b
b1
a
b
mm
mm
209.6
135.3
1.55
0.776
209.6
135.3
1.55
0.776
209.6
135.3
1.55
209.6
135.3
209.6
b3
ky
Due to Tension in bolt with rib plates along L
Thickness According to B.S. code
Along B
209.6
-29.8
w
tbx
tbz
t as
N/m m 2
mm
mm
cantilever
bf
D
tw
tf
C
Area
goal seek
thk
Pt on one
b1
a1
N/m m 2
mm
side KN
mm
mm
a1/b1
Kx
Ky
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.0
N/A
N/A
0.0
N/A
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54170.0
54170.0
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.2
54171.2
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
N/A
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
N/A
54171.4
54171.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
N/A
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
N/A
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
N/A
9.4
14.2
34.27
54172.2
54172.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
N/A
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54168.9
54168.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.27
54171.9
54171.9
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
N/A
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
1.55
N/A
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
135.3
N/A
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
209.6
N/A
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.0
54169.0
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.1
54169.1
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.2
54169.2
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.3
54169.3
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.4
54169.4
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.5
54169.5
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.6
54169.6
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
209.6
135.3
1.55
0.776
1.122
N/A
N/A
N/A
N/A
205.8
209.6
9.4
14.2
34.26
54169.7
54169.7
N/A
N/A
0.0
N/A
N/A
N/A
N/A
N/A
0.0 ######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
a1 / b1
Px
For 2 -bolts
Py
Mx
My
tx
ty
dw
Fo
df
Pw
Ew
Mw
thk(near web)
dw
df
d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95.3
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.5
181
142
3.0
95
90.6
191
191
1.5
181.2
284.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
3.0
181
287
4.3
95
90.6
191
191
3.0
181.2
573.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
3.2
181
302
4.4
95
90.6
191
191
3.2
181.2
604.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.3
181
127
2.9
95
90.6
191
191
1.3
181.2
254.7
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.6
181
59
1.9
95
90.6
191
191
0.6
181.2
117.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.2
181
18
1.1
95
90.6
191
191
0.2
181.2
36.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.2
181
119
2.8
95
90.6
191
191
1.2
181.2
237.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.4
181
42
1.6
95
90.6
191
191
0.4
181.2
84.4
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.2
181
116
2.7
95
90.6
191
191
1.2
181.2
232.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.4
181
40
1.6
95
90.6
191
191
0.4
181.2
79.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.2
181
22
1.2
95
90.6
191
191
0.2
181.2
44.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.2
181
112
2.7
95
90.6
191
191
1.2
181.2
224.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.8
181
81
2.3
95
90.6
191
191
0.8
181.2
161.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
3.1
181
294
4.3
95
90.6
191
191
3.1
181.2
588.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
4.6
181
440
5.3
95
90.6
191
191
4.6
181.2
879.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.9
181
280
4.2
95
90.6
191
191
2.9
181.2
559.7
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
4.8
181
454
5.4
95
90.6
191
191
4.8
181.2
908.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.7
181
261
4.1
95
90.6
191
191
2.7
181.2
521.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.3
181
128
2.9
95
90.6
191
191
1.3
181.2
255.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.1
181
202
3.6
95
90.6
191
191
2.1
181.2
404.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.3
181
29
1.4
95
90.6
191
191
0.3
181.2
57.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.5
181
44
1.7
95
90.6
191
191
0.5
181.2
87.6
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.2
181
22
1.2
95
90.6
191
191
0.2
181.2
43.6
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1.4
181
129
2.9
95
90.6
191
191
1.4
181.2
258.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2.3
181
220
3.8
95
90.6
191
191
2.3
181.2
440.7
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.7
181
62
2.0
95
90.6
191
191
0.7
181.2
124.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.5
181
47
1.7
95
90.6
191
191
0.5
181.2
94.6
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.4
181
42
1.6
95
90.6
191
191
0.4
181.2
84.1
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
4004.7
181
381644
156.3
95
90.6
191
191
4004.7
181.2
763288.8
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
269.2
181
25658
40.5
95
90.6
191
191
269.2
181.2
51316.4
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1959.8
181
186768
109.3
95
90.6
191
191
1959.8
181.2
373536.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
2027.7
181
193244
111.2
95
90.6
191
191
2027.7
181.2
386487.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
1766.3
181
168331
103.8
95
90.6
191
191
1766.3
181.2
336662.2
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
832.5
181
79337
71.2
95
90.6
191
191
832.5
181.2
158673.3
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
132.7
181
12645
28.4
95
90.6
191
191
132.7
181.2
25289.9
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
######
For Pinned
kx ######
lt with rib plates along L
olts outside flange)
Due to Tension in bolt with rib plates along L for three sides fixed (Bolts outside flange)
####### ###### Px
Py
Mx
My
tx
ty
a1
b1
KN
KN
KN-m
KN-m
mm
mm
mm
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
a1 / b1
For 2 -bolts
Fo d isp ersio n o f 1 b o lt
o verlap p in g o f d isp ersio n
Pw
Ew
Mw
dstf= d1' /2
Px
Py
Mx
My
tx
ty
dw
df
Pw
Ew
Mw
thk(near web)
dw
df
KN
KN
KN-m
KN-m
mm
mm
mm
mm
KN
mm
KN-m m
mm
mm
mm
KN
mm
KN-m m
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
95
90.6
0.0
181
0
0.0
95
90.6
191
191
0.0
181.2
0.0
0.0
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Gusset plate Design
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
thk(near web)
Mom ent
Cantilever
t
mm
KN-m
Length
mm
mm
N/A
N/A
N/A
N/A
N/A
0.44
N/A
N/A
N/A
N/A
N/A
0.56
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
W2
W1
press.
Dg
adopted
N/m m
N/m m
N-m
mm
mm
0.0
0.0
0.0
0.0
0
37.1
135
N/A
0.0
0.0
0.0
0.0
0
37
135
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
0.53
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.85
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.89
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.91
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.35
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.44
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.61
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.87
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.96
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.90
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.66
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.41
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.38
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.62
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.02
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.28
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.40
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.85
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.29
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.22
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.93
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.34
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.34
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.42
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.11
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.42
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.62
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.38
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.24
0.0
0.0
0.0
0.0
0
37
135
N/A
20.2
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
1.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
1.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.16
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.19
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.28
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.75
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.28
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.31
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.64
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.58
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.10
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.63
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.46
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.48
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.43
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.73
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.32
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.28
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.64
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.12
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.47
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.59
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.41
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.47
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.61
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.73
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.73
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.83
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.63
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.84
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.62
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.48
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.65
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.04
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.99
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.98
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.06
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.82
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.76
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.79
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.89
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
1.12
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.97
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.57
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.96
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.06
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.97
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.05
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.20
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.07
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.40
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.37
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.61
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.16
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.09
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.08
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.20
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.68
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.28
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.19
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.41
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.33
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.54
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.31
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.30
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.29
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.75
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.85
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.87
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.76
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.89
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.58
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.59
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.34
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.34
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5.30
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.23
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5.39
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.21
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.13
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.23
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.15
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.08
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.86
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.30
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.26
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.23
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.67
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.60
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.39
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.36
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.67
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.51
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.18
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.55
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2.88
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.29
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.36
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.75
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.99
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.74
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.65
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.17
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.46
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.48
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.64
N/A
N/A
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.49
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.60
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.50
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.63
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.45
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.02
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.97
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.95
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.83
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.77
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.90
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.80
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
1.09
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.98
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
156.27
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
40.52
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
4.03
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.90
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
109.32
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3.56
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
111.20
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
103.78
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
71.25
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
28.44
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
Thickness
For Pinned
Due to Tension in bolt along L For 4 -bolts Pf
Pstf
Ef
KN
KN
mm
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
required
without rib plate Estf
Mf
Mstf
thk near flange
KN-m m
KN-m m
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
thk near stiffener
Gusset plate Design
Depth of
For
For
For
2 -guusets
Gussets inside
2 -guusets
for gusset inside flange
for gusset to flange
B.M due
Depth of gusset
gusset
UDL
UDL
to bearing
plate Requuired
plate to be
column
thk(near web)
Mom ent
Cantilever
t
W2
W1
press.
Dg
adopted
mm
KN-m
Length
mm
mm
N/m m
N/m m
N-m
mm
mm
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.00
0.0
0.0
0.0
0.0
0
37
135
N/A
Lg1
Lg2
B.M N-m
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
3.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
3.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.6
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.8
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
3.1
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
4.6
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.9
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
4.8
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.1
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
1.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
2.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
N/A
20
N/A
N/A
0.4
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
4004.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
269.2
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
1959.8
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
2027.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
1766.3
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
832.5
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
132.7
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
For
For
For
Gussets inside
2 -guusets
Gussets inside
column
Rib plates for Bearing pressure
column
Rib plates for Tension
for rib
Gusset plates for Tension
B.M
UDL
T per bolt
B.M
= T * Lg3
Depth of
Depth of
Depth of
Gusset required
Gusset adopted
rib plate required
= T * Lg2
B.M
Dg
Dg
W3
Lg3
B.M
Dg
B.M
Dg
N-m
mm
mm
N/m m
mm
N-m
mm
KN
KN-m
mm
Lg4
Dg
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
0
N/A
N/A
0
20
N/A
N/A
0.0
N/A
N/A
132.9
N/A
N/A
N/A
N/A
0.0
mm
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
3.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
3.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.6
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -2.6 -4.2 -4.7 -2.2 -2.1 -3.5 -3.9 -1.7 -8.5 -9.9 -10.7 -8.5 -4.1 -11.1 -1.8 -4.3 -1.6 -4.4 -2.8 -4.9 -2.7 -5.1 -10.4 -12.5 -11.1 -13.5 -5.8 -14.5 -4.9 -2.3 -2.0 -5.2 2.3 4.6 4.8 2.0 -22.7 -20.4 -21.2 -24.0 0.9 -25.4 -1.5 -4.3 -4.4 -1.5 -13.5 -15.9 -15.9 -13.5 0.0 -2.4 -3.3 -0.8 -16.7 -4.3 -4.9 -2.3 -5.2 -2.0 -20.8
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.03 0.07 0.07 0.03 N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Max Weld size
mm 17.04
Co-existant shear
KN 2.9 4.8 5.9 2.0 13.3 8.0 11.7 10.4 13.0 18.1 17.6 14.8 10.3 17.1 3.0 4.1 2.6 4.6 20.7 19.5 22.8 17.0 23.9 25.7 22.3 27.9 19.0 26.2 3.6 1.9 3.3 5.1 32.6 33.8 36.5 29.8 37.1 35.4 33.4 39.8 32.3 37.6 2.6 4.1 4.4 2.8 6.3 1.4 5.3 4.0 6.2 11.3 10.9 8.1 3.3 10.2 3.4 1.7 4.9 3.5 15.7
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 2.7 2.8 1.2 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -18.6 -21.1 -18.3 -1.9 0.3 -3.3 -0.5 -22.3 -4.8 1.9 -4.3 -1.0 -1.3 0.7 -4.6 -1.9 -2.1 -0.1 -5.4 -2.9 -3.1 -2.5 -3.6 -4.3 1.9 -1.4 -1.1 -5.5 -0.2 -2.9 -2.7 -4.7 0.6 -2.3 -2.1 -3.4 -2.8 -2.7 -4.2 -2.2 -4.7 -3.4 -4.7 -3.0 -5.1 -7.2 -8.5 -7.2 -9.3 -5.4 -9.7 -5.2 -3.7 -3.1 -5.8 -14.8 -13.4 -13.0 -15.2 -9.2 -7.8 -8.5
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A 0.00 N/A N/A N/A N/A 0.03 N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.03 N/A N/A N/A N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Max Weld size
mm
Co-existant shear
KN 18.3 19.7 14.3 18.6 14.9 15.6 18.7 16.9 17.4 3.0 3.0 0.9 0.9 8.2 3.1 5.8 5.6 2.7 7.7 5.2 5.3 5.6 5.2 3.0 2.9 0.9 0.9 2.6 7.6 5.1 5.3 7.3 2.1 4.9 4.7 5.1 4.7 3.3 4.9 1.8 6.1 14.9 10.1 11.0 14.4 11.2 16.7 13.8 15.4 12.7 15.2 3.8 3.1 1.5 6.0 9.8 8.2 6.2 11.6 8.9 9.5 6.9
Uplift on web
0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.8
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
3.1
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
4.6
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.9
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
4.8
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -10.8 -16.9 -12.9 -1.5 -4.3 -1.5 -4.3 -12.6 -15.1 -12.7 -15.1 0.4 -2.1 -0.4 -2.8 -15.7 -3.6 -4.8 -2.1 -1.9 -5.1 -18.4 -16.1 -15.8 -18.6 -0.5 1.8 1.3 -1.5 -19.1 -2.2 -1.5 -4.0 -4.1 -1.3 -1.2 -3.4 -3.5 -1.1 -7.6 -9.7 -10.3 -7.9 -3.7 -10.6 -4.5 -1.8 -4.8 -1.5 4.7 7.1 4.5 7.3 -19.8 -17.5 -20.7 -17.9 4.2 -21.2 2.0 -4.1 -1.2
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.03 0.02 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.07 0.10 0.06 0.10 N/A N/A N/A N/A 0.06 N/A 0.03 N/A N/A
Max Weld size
mm
Co-existant shear
KN 13.2 11.0 12.7 2.6 4.1 2.7 4.4 8.5 3.3 5.9 7.1 6.9 12.4 9.2 11.4 5.5 10.8 3.4 1.9 3.3 5.0 13.5 16.1 12.2 17.5 15.9 12.1 15.8 13.1 14.8 14.4 3.1 4.1 4.5 2.6 20.8 20.2 17.3 23.2 23.2 24.3 26.8 20.9 19.5 24.7 3.5 2.0 4.8 3.5 32.3 33.9 29.8 36.3 35.5 33.7 38.0 31.7 32.4 35.5 3.0 3.0 0.9
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.8 4.1 2.6 4.2 0.0 0.0 0.0 0.0 2.4 0.0 1.2 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.1
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.4
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
4004.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
269.2
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1959.8
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
2027.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
1766.3
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
832.5
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
132.7
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull -0.9 -0.7 -6.0 -3.5 -3.2 3.3 -2.1 0.5 0.7 -3.6 0.3 -4.1 2.1 -0.9 -1.2 -1.8 3.5 1.0 0.8 -5.7 -0.4 -2.9 -3.2 0.7 -3.2 -4.9 -3.4 -5.5 -2.8 -14.0 -12.7 -14.5 -12.3 -9.3 -8.0 -11.0 -8.7 -16.2 -13.0 214.6 -307.1 -41.8 -50.7 1199.5 -149.9 521.6 528.0 489.8 30.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm N/A N/A N/A N/A N/A 0.05 N/A 0.01 0.01 N/A 0.00 N/A 0.03 N/A N/A N/A 0.05 0.01 0.01 N/A N/A N/A N/A 0.01 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.05 N/A N/A N/A 17.04 N/A 7.41 7.50 6.96 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.9 6.5 1.4 3.9 4.1 1.2 6.2 3.9 3.7 3.9 3.7 3.0 3.0 0.9 0.9 4.3 9.4 7.0 6.8 8.8 3.6 6.2 6.3 6.8 6.2 4.0 3.1 6.6 0.8 11.2 10.4 13.7 7.8 10.1 9.3 13.8 7.9 13.5 14.0 19.9 9.7 6.7 5.1 75.6 5.4 40.2 40.1 27.6 10.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 1.9 0.0 0.3 0.4 0.0 0.2 0.0 1.2 0.0 0.0 0.0 2.1 0.6 0.4 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Depth of
Allow able
rib plate adopted
stress for
Check for weld Between Gusset and Colum n
Weld between Column Flange and Baseplate
Weld between web and base plate
Force in Flange w elding
For Shear Tension
Force per
rw
Per bolt
Length
For bearing pressure Req. Weld Total force Length
Length
Force per
Final w eld Req. Weld
Length
Length
size requ.
N/mm2
T (KN)
Fw 1
W1
Fw 2
W2
mm
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
300.0
250.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
M (h-tf)
+
push /pull 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Axial force in one flange c/s area
Weld Length available = 2 bf - tw mm 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2 402.2
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
mm
Co-existant shear
KN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Uplift on web
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
2.9 4.8 5.9 2.0 13.3 8.0 11.7 10.4 13.0 18.1 17.6 14.8 10.3 17.1 3.0 4.1 2.6 4.6 20.7 19.5 22.8 17.0 23.9 25.7 22.3 27.9 19.0 26.2 3.6 1.9 3.3 5.1 33.9 36.5 39.3 31.0 37.1 35.4 33.4 39.8 32.8 37.6 2.6 4.1 4.4 2.8 6.3 1.4 5.3 4.0 6.2 11.3 10.9 8.1 3.3 10.2 3.4 1.7 4.9 3.5 15.7
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.05 0.08 0.09 0.03 0.21 0.13 0.19 0.16 0.21 0.29 0.28 0.23 0.16 0.27 0.05 0.06 0.04 0.07 0.33 0.31 0.36 0.27 0.38 0.40 0.35 0.44 0.30 0.41 0.06 0.03 0.05 0.08 0.51 0.53 0.58 0.47 0.58 0.56 0.53 0.63 0.51 0.59 0.04 0.06 0.07 0.04 0.10 0.02 0.08 0.06 0.10 0.18 0.17 0.13 0.05 0.16 0.05 0.03 0.08 0.06 0.25
Max Weld size
1.19
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
18.3 19.7 14.3 18.6 15.0 15.6 18.7 16.9 17.4 4.1 3.0 0.9 0.9 8.6 3.1 5.8 5.6 2.7 7.7 5.2 5.3 5.6 5.2 3.0 4.0 0.9 0.9 2.6 7.6 5.1 5.3 7.3 2.5 4.9 4.7 5.1 4.7 3.3 4.9 1.8 6.1 14.9 10.1 11.0 14.4 11.2 16.7 13.8 15.4 12.7 15.2 3.8 3.1 1.5 6.0 9.8 8.2 6.2 11.6 8.9 9.5 6.9
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.29 0.31 0.23 0.29 0.23 0.25 0.30 0.27 0.27 0.05 0.05 0.01 0.01 0.13 0.05 0.09 0.09 0.04 0.12 0.08 0.08 0.09 0.08 0.05 0.05 0.01 0.01 0.04 0.12 0.08 0.08 0.12 0.03 0.08 0.07 0.08 0.07 0.05 0.08 0.03 0.10 0.24 0.16 0.17 0.23 0.18 0.26 0.22 0.24 0.20 0.24 0.06 0.05 0.02 0.10 0.15 0.13 0.10 0.18 0.14 0.15 0.11
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
13.2 11.0 12.7 2.6 4.1 2.7 4.4 8.5 3.3 5.9 7.1 7.1 12.4 9.2 11.4 5.5 10.8 3.4 1.9 3.3 5.0 13.5 16.1 12.2 17.5 15.9 13.1 16.6 13.1 14.8 14.4 3.1 4.1 4.5 2.6 20.8 20.2 17.3 23.2 23.2 24.3 26.8 20.9 19.5 24.7 3.5 2.0 4.8 3.5 35.0 38.0 32.4 40.5 35.5 33.7 38.0 31.7 34.8 35.5 4.2 3.0 0.9
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.21 0.17 0.20 0.04 0.07 0.04 0.07 0.13 0.05 0.09 0.11 0.11 0.19 0.15 0.18 0.09 0.17 0.05 0.03 0.05 0.08 0.21 0.25 0.19 0.28 0.25 0.19 0.25 0.21 0.23 0.23 0.05 0.06 0.07 0.04 0.33 0.32 0.27 0.37 0.37 0.38 0.42 0.33 0.31 0.39 0.06 0.03 0.08 0.06 0.51 0.53 0.47 0.57 0.56 0.53 0.60 0.50 0.51 0.56 0.05 0.05 0.01
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.9 6.5 1.4 3.9 4.1 3.1 6.2 4.1 4.1 3.9 3.9 3.0 4.2 0.9 0.9 4.3 11.4 7.5 7.2 8.8 3.6 6.2 6.3 7.2 6.2 4.0 3.1 6.6 0.8 11.2 10.4 13.7 7.8 10.1 9.3 13.8 7.9 13.5 14.0 19.9 9.7 6.7 5.1 75.6 5.4 40.2 40.1 27.6 10.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.01 0.10 0.02 0.06 0.06 0.02 0.10 0.06 0.06 0.06 0.06 0.05 0.05 0.01 0.01 0.07 0.15 0.11 0.11 0.14 0.06 0.10 0.10 0.11 0.10 0.06 0.05 0.10 0.01 0.18 0.16 0.22 0.12 0.16 0.15 0.22 0.13 0.21 0.22 0.31 0.15 0.11 0.08 1.19 0.09 0.63 0.63 0.43 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
n web and base plate resultant Weld Length force on web available = 2 * (bf- 2*tf)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
mm 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4 362.4
Weld size required =F / (0.7 x wled L x weld strength) mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Max Weld size
Shear and Interaction ratio
Weld size to be adopted
mm 17.04
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
2.7
92
2.92
86.30
46.00
4.4
92
4.80
86.30
46.00
4.88
92
5.94
86.30
2.27
92
2.02
86.30
2.2
92
13.34
3.6
92
4.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.03
0.0
1.46
No
OK
0.00
0.032
Bolts OK
0.05
0.0
2.40
No
OK
0.00
0.052
Bolts OK
46.00
0.06
0.0
2.97
No
OK
0.00
0.065
Bolts OK
46.00
0.02
0.0
1.01
No
OK
0.00
0.022
Bolts OK
86.30
46.00
0.15
0.0
6.67
No
OK
0.00
0.145
Bolts OK
7.95
86.30
46.00
0.09
0.0
3.98
No
OK
0.00
0.086
Bolts OK
92
11.75
86.30
46.00
0.13
0.0
5.87
No
OK
0.00
0.128
Bolts OK
1.8
92
10.42
86.30
46.00
0.11
0.0
5.21
No
OK
0.00
0.113
Bolts OK
8.9
92
13.00
86.30
46.00
0.14
0.0
6.50
No
OK
0.00
0.141
Bolts OK
10.4
92
18.13
86.30
46.00
0.20
0.0
9.06
No
OK
0.00
0.197
Bolts OK
11.2
92
17.56
86.30
46.00
0.19
0.0
8.78
No
OK
0.00
0.191
Bolts OK
8.9
92
14.85
86.30
46.00
0.16
0.0
7.42
No
OK
0.00
0.161
Bolts OK
4.3
92
10.32
86.30
46.00
0.11
0.0
5.16
No
OK
0.00
0.112
Bolts OK
11.6
92
17.12
86.30
46.00
0.19
0.0
8.56
No
OK
0.00
0.186
Bolts OK
1.9
92
2.97
86.30
46.00
0.03
0.0
1.49
No
OK
0.00
0.032
Bolts OK
4.4
92
4.10
86.30
46.00
0.04
0.0
2.05
No
OK
0.00
0.045
Bolts OK
1.7
92
2.57
86.30
46.00
0.03
0.0
1.29
No
OK
0.00
0.028
Bolts OK
4.6
92
4.61
86.30
46.00
0.05
0.0
2.31
No
OK
0.00
0.050
Bolts OK
2.9
92
20.66
86.30
46.00
0.22
0.0
10.33
No
OK
0.00
0.225
Bolts OK
5.1
92
19.50
86.30
46.00
0.21
0.0
9.75
No
OK
0.00
0.212
Bolts OK
2.8
92
22.82
86.30
46.00
0.25
0.0
11.41
No
OK
0.00
0.248
Bolts OK
5.3
92
16.95
86.30
46.00
0.18
0.0
8.48
No
OK
0.00
0.184
Bolts OK
10.8
92
23.92
86.30
46.00
0.26
0.0
11.96
No
OK
0.00
0.260
Bolts OK
13.0
92
25.68
86.30
46.00
0.28
0.0
12.84
No
OK
0.00
0.279
Bolts OK
11.6
92
22.29
86.30
46.00
0.24
0.0
11.15
No
OK
0.00
0.242
Bolts OK
14.1
92
27.92
86.30
46.00
0.30
0.0
13.96
No
OK
0.00
0.303
Bolts OK
6.1
92
18.96
86.30
46.00
0.21
0.0
9.48
No
OK
0.00
0.206
Bolts OK
15.2
92
26.19
86.30
46.00
0.28
0.0
13.09
No
OK
0.00
0.285
Bolts OK
5.2
92
3.57
86.30
46.00
0.04
0.0
1.79
No
OK
0.00
0.039
Bolts OK
2.4
92
1.89
86.30
46.00
0.02
0.0
0.94
No
OK
0.00
0.020
Bolts OK
2.1
92
3.30
86.30
46.00
0.04
0.0
1.65
No
OK
0.00
0.036
Bolts OK
5.5
92
5.07
86.30
46.00
0.06
0.0
2.54
No
OK
0.00
0.055
Bolts OK
N/A
92
32.56
86.30
46.00
0.37
1.5
16.28
No
OK
0.02
0.354
Bolts OK
N/A
92
33.82
86.30
46.00
0.40
3.0
16.91
No
OK
0.03
0.368
Bolts OK
N/A
92
36.50
86.30
46.00
0.43
3.2
18.25
No
OK
0.04
0.397
Bolts OK
N/A
92
29.77
86.30
46.00
0.34
1.3
14.89
No
OK
0.02
0.324
Bolts OK
23.7
92
37.10
86.30
46.00
0.40
0.0
18.55
No
OK
0.00
0.403
Bolts OK
21.3
92
35.41
86.30
46.00
0.38
0.0
17.70
No
OK
0.00
0.385
Bolts OK
22.1
92
33.42
86.30
46.00
0.36
0.0
16.71
No
OK
0.00
0.363
Bolts OK
25.1
92
39.82
86.30
46.00
0.43
0.0
19.91
No
OK
0.00
0.433
Bolts OK
N/A
92
32.29
86.30
46.00
0.36
0.6
16.15
No
OK
0.01
0.351
Bolts OK
26.6
92
37.62
86.30
46.00
0.41
0.0
18.81
No
OK
0.00
0.409
Bolts OK
1.6
92
2.59
86.30
46.00
0.03
0.0
1.29
No
OK
0.00
0.028
Bolts OK
4.5
92
4.11
86.30
46.00
0.04
0.0
2.05
No
OK
0.00
0.045
Bolts OK
4.6
92
4.43
86.30
46.00
0.05
0.0
2.22
No
OK
0.00
0.048
Bolts OK
1.6
92
2.77
86.30
46.00
0.03
0.0
1.38
No
OK
0.00
0.030
Bolts OK
14.1
92
6.26
86.30
46.00
0.07
0.0
3.13
No
OK
0.00
0.068
Bolts OK
16.7
92
1.41
86.30
46.00
0.02
0.0
0.71
No
OK
0.00
0.015
Bolts OK
16.7
92
5.25
86.30
46.00
0.06
0.0
2.63
No
OK
0.00
0.057
Bolts OK
14.1
92
4.04
86.30
46.00
0.04
0.0
2.02
No
OK
0.00
0.044
Bolts OK
0.0
92
6.21
86.30
46.00
0.07
0.0
3.11
No
OK
0.00
0.068
Bolts OK
2.5
92
11.31
86.30
46.00
0.12
0.0
5.65
No
OK
0.00
0.123
Bolts OK
3.4
92
10.92
86.30
46.00
0.12
0.0
5.46
No
OK
0.00
0.119
Bolts OK
0.9
92
8.05
86.30
46.00
0.09
0.0
4.03
No
OK
0.00
0.088
Bolts OK
17.4
92
3.28
86.30
46.00
0.04
0.0
1.64
No
OK
0.00
0.036
Bolts OK
4.5
92
10.16
86.30
46.00
0.11
0.0
5.08
No
OK
0.00
0.110
Bolts OK
5.1
92
3.37
86.30
46.00
0.04
0.0
1.68
No
OK
0.00
0.037
Bolts OK
2.5
92
1.73
86.30
46.00
0.02
0.0
0.86
No
OK
0.00
0.019
Bolts OK
5.5
92
4.86
86.30
46.00
0.05
0.0
2.43
No
OK
0.00
0.053
Bolts OK
2.1
92
3.50
86.30
46.00
0.04
0.0
1.75
No
OK
0.00
0.038
Bolts OK
21.8
92
15.65
86.30
46.00
0.17
0.0
7.83
No
OK
0.00
0.170
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
19.5
92
18.29
86.30
46.00
22.1
92
19.73
86.30
46.00
19.2
92
14.34
86.30
2.0
92
18.60
86.30
N/A
92
14.86
3.4
92
0.5
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.20
0.0
9.14
No
OK
0.00
0.199
Bolts OK
0.21
0.0
9.87
No
OK
0.00
0.214
Bolts OK
46.00
0.16
0.0
7.17
No
OK
0.00
0.156
Bolts OK
46.00
0.20
0.0
9.30
No
OK
0.00
0.202
Bolts OK
86.30
46.00
0.16
0.2
7.43
No
OK
0.00
0.162
Bolts OK
15.62
86.30
46.00
0.17
0.0
7.81
No
OK
0.00
0.170
Bolts OK
92
18.74
86.30
46.00
0.20
0.0
9.37
No
OK
0.00
0.204
Bolts OK
23.3
92
16.89
86.30
46.00
0.18
0.0
8.45
No
OK
0.00
0.184
Bolts OK
5.0
92
17.39
86.30
46.00
0.19
0.0
8.69
No
OK
0.00
0.189
Bolts OK
N/A
92
2.96
86.30
46.00
0.05
1.2
1.48
No
OK
0.01
0.032
Bolts OK
4.4
92
2.97
86.30
46.00
0.03
0.0
1.48
No
OK
0.00
0.032
Bolts OK
1.1
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.4
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
N/A
92
8.23
86.30
46.00
0.09
0.4
4.11
No
OK
0.01
0.089
Bolts OK
4.8
92
3.07
86.30
46.00
0.03
0.0
1.54
No
OK
0.00
0.033
Bolts OK
1.9
92
5.77
86.30
46.00
0.06
0.0
2.89
No
OK
0.00
0.063
Bolts OK
2.2
92
5.62
86.30
46.00
0.06
0.0
2.81
No
OK
0.00
0.061
Bolts OK
0.2
92
2.68
86.30
46.00
0.03
0.0
1.34
No
OK
0.00
0.029
Bolts OK
5.7
92
7.71
86.30
46.00
0.08
0.0
3.86
No
OK
0.00
0.084
Bolts OK
3.0
92
5.19
86.30
46.00
0.06
0.0
2.60
No
OK
0.00
0.056
Bolts OK
3.3
92
5.34
86.30
46.00
0.06
0.0
2.67
No
OK
0.00
0.058
Bolts OK
2.6
92
5.63
86.30
46.00
0.06
0.0
2.82
No
OK
0.00
0.061
Bolts OK
3.8
92
5.24
86.30
46.00
0.06
0.0
2.62
No
OK
0.00
0.057
Bolts OK
4.5
92
3.00
86.30
46.00
0.03
0.0
1.50
No
OK
0.00
0.033
Bolts OK
N/A
92
2.93
86.30
46.00
0.05
1.2
1.47
No
OK
0.01
0.032
Bolts OK
1.4
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.1
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
5.7
92
2.61
86.30
46.00
0.03
0.0
1.31
No
OK
0.00
0.028
Bolts OK
0.2
92
7.63
86.30
46.00
0.08
0.0
3.82
No
OK
0.00
0.083
Bolts OK
3.1
92
5.09
86.30
46.00
0.06
0.0
2.55
No
OK
0.00
0.055
Bolts OK
2.8
92
5.25
86.30
46.00
0.06
0.0
2.63
No
OK
0.00
0.057
Bolts OK
4.9
92
7.29
86.30
46.00
0.08
0.0
3.65
No
OK
0.00
0.079
Bolts OK
N/A
92
2.14
86.30
46.00
0.03
0.4
1.07
No
OK
0.00
0.023
Bolts OK
2.4
92
4.86
86.30
46.00
0.05
0.0
2.43
No
OK
0.00
0.053
Bolts OK
2.2
92
4.70
86.30
46.00
0.05
0.0
2.35
No
OK
0.00
0.051
Bolts OK
3.6
92
5.10
86.30
46.00
0.06
0.0
2.55
No
OK
0.00
0.055
Bolts OK
2.9
92
4.73
86.30
46.00
0.05
0.0
2.36
No
OK
0.00
0.051
Bolts OK
2.8
92
3.30
86.30
46.00
0.04
0.0
1.65
No
OK
0.00
0.036
Bolts OK
4.4
92
4.85
86.30
46.00
0.05
0.0
2.43
No
OK
0.00
0.053
Bolts OK
2.3
92
1.81
86.30
46.00
0.02
0.0
0.91
No
OK
0.00
0.020
Bolts OK
4.9
92
6.14
86.30
46.00
0.07
0.0
3.07
No
OK
0.00
0.067
Bolts OK
3.6
92
14.93
86.30
46.00
0.16
0.0
7.47
No
OK
0.00
0.162
Bolts OK
4.9
92
10.10
86.30
46.00
0.11
0.0
5.05
No
OK
0.00
0.110
Bolts OK
3.1
92
11.00
86.30
46.00
0.12
0.0
5.50
No
OK
0.00
0.120
Bolts OK
5.4
92
14.45
86.30
46.00
0.16
0.0
7.22
No
OK
0.00
0.157
Bolts OK
7.6
92
11.19
86.30
46.00
0.12
0.0
5.59
No
OK
0.00
0.122
Bolts OK
8.9
92
16.70
86.30
46.00
0.18
0.0
8.35
No
OK
0.00
0.182
Bolts OK
7.5
92
13.77
86.30
46.00
0.15
0.0
6.88
No
OK
0.00
0.150
Bolts OK
9.7
92
15.38
86.30
46.00
0.17
0.0
7.69
No
OK
0.00
0.167
Bolts OK
5.6
92
12.69
86.30
46.00
0.14
0.0
6.35
No
OK
0.00
0.138
Bolts OK
10.1
92
15.20
86.30
46.00
0.17
0.0
7.60
No
OK
0.00
0.165
Bolts OK
5.5
92
3.82
86.30
46.00
0.04
0.0
1.91
No
OK
0.00
0.042
Bolts OK
3.8
92
3.06
86.30
46.00
0.03
0.0
1.53
No
OK
0.00
0.033
Bolts OK
3.3
92
1.52
86.30
46.00
0.02
0.0
0.76
No
OK
0.00
0.017
Bolts OK
6.0
92
6.04
86.30
46.00
0.07
0.0
3.02
No
OK
0.00
0.066
Bolts OK
15.4
92
9.75
86.30
46.00
0.11
0.0
4.88
No
OK
0.00
0.106
Bolts OK
14.0
92
8.17
86.30
46.00
0.09
0.0
4.09
No
OK
0.00
0.089
Bolts OK
13.6
92
6.16
86.30
46.00
0.07
0.0
3.08
No
OK
0.00
0.067
Bolts OK
15.9
92
11.62
86.30
46.00
0.13
0.0
5.81
No
OK
0.00
0.126
Bolts OK
9.6
92
8.94
86.30
46.00
0.10
0.0
4.47
No
OK
0.00
0.097
Bolts OK
8.2
92
9.49
86.30
46.00
0.10
0.0
4.74
No
OK
0.00
0.103
Bolts OK
8.9
92
6.91
86.30
46.00
0.08
0.0
3.46
No
OK
0.00
0.075
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
11.3
92
13.21
86.30
46.00
17.7
92
11.02
86.30
46.00
13.5
92
12.71
86.30
1.5
92
2.65
86.30
4.5
92
4.14
1.6
92
4.5
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.14
0.0
6.60
No
OK
0.00
0.144
Bolts OK
0.12
0.0
5.51
No
OK
0.00
0.120
Bolts OK
46.00
0.14
0.0
6.36
No
OK
0.00
0.138
Bolts OK
46.00
0.03
0.0
1.32
No
OK
0.00
0.029
Bolts OK
86.30
46.00
0.04
0.0
2.07
No
OK
0.00
0.045
Bolts OK
2.73
86.30
46.00
0.03
0.0
1.37
No
OK
0.00
0.030
Bolts OK
92
4.44
86.30
46.00
0.05
0.0
2.22
No
OK
0.00
0.048
Bolts OK
13.2
92
8.50
86.30
46.00
0.09
0.0
4.25
No
OK
0.00
0.092
Bolts OK
15.8
92
3.27
86.30
46.00
0.04
0.0
1.64
No
OK
0.00
0.036
Bolts OK
13.3
92
5.90
86.30
46.00
0.06
0.0
2.95
No
OK
0.00
0.064
Bolts OK
15.8
92
7.09
86.30
46.00
0.08
0.0
3.55
No
OK
0.00
0.077
Bolts OK
N/A
92
6.92
86.30
46.00
0.08
0.2
3.46
No
OK
0.00
0.075
Bolts OK
2.2
92
12.35
86.30
46.00
0.13
0.0
6.18
No
OK
0.00
0.134
Bolts OK
0.4
92
9.20
86.30
46.00
0.10
0.0
4.60
No
OK
0.00
0.100
Bolts OK
2.9
92
11.44
86.30
46.00
0.12
0.0
5.72
No
OK
0.00
0.124
Bolts OK
16.4
92
5.48
86.30
46.00
0.06
0.0
2.74
No
OK
0.00
0.060
Bolts OK
3.8
92
10.79
86.30
46.00
0.12
0.0
5.39
No
OK
0.00
0.117
Bolts OK
5.0
92
3.40
86.30
46.00
0.04
0.0
1.70
No
OK
0.00
0.037
Bolts OK
2.2
92
1.87
86.30
46.00
0.02
0.0
0.93
No
OK
0.00
0.020
Bolts OK
1.9
92
3.32
86.30
46.00
0.04
0.0
1.66
No
OK
0.00
0.036
Bolts OK
5.3
92
5.04
86.30
46.00
0.05
0.0
2.52
No
OK
0.00
0.055
Bolts OK
19.2
92
13.49
86.30
46.00
0.15
0.0
6.75
No
OK
0.00
0.147
Bolts OK
16.8
92
16.08
86.30
46.00
0.17
0.0
8.04
No
OK
0.00
0.175
Bolts OK
16.5
92
12.20
86.30
46.00
0.13
0.0
6.10
No
OK
0.00
0.133
Bolts OK
19.5
92
17.53
86.30
46.00
0.19
0.0
8.77
No
OK
0.00
0.191
Bolts OK
0.5
92
15.89
86.30
46.00
0.17
0.0
7.94
No
OK
0.00
0.173
Bolts OK
N/A
92
12.06
86.30
46.00
0.14
1.2
6.03
No
OK
0.01
0.131
Bolts OK
N/A
92
15.81
86.30
46.00
0.18
0.8
7.91
No
OK
0.01
0.172
Bolts OK
1.5
92
13.07
86.30
46.00
0.14
0.0
6.53
No
OK
0.00
0.142
Bolts OK
20.0
92
14.79
86.30
46.00
0.16
0.0
7.40
No
OK
0.00
0.161
Bolts OK
2.4
92
14.44
86.30
46.00
0.16
0.0
7.22
No
OK
0.00
0.157
Bolts OK
1.5
92
3.14
86.30
46.00
0.03
0.0
1.57
No
OK
0.00
0.034
Bolts OK
4.2
92
4.11
86.30
46.00
0.04
0.0
2.05
No
OK
0.00
0.045
Bolts OK
4.3
92
4.49
86.30
46.00
0.05
0.0
2.24
No
OK
0.00
0.049
Bolts OK
1.4
92
2.64
86.30
46.00
0.03
0.0
1.32
No
OK
0.00
0.029
Bolts OK
1.3
92
20.77
86.30
46.00
0.23
0.0
10.38
No
OK
0.00
0.226
Bolts OK
3.6
92
20.18
86.30
46.00
0.22
0.0
10.09
No
OK
0.00
0.219
Bolts OK
3.7
92
17.28
86.30
46.00
0.19
0.0
8.64
No
OK
0.00
0.188
Bolts OK
1.2
92
23.25
86.30
46.00
0.25
0.0
11.62
No
OK
0.00
0.253
Bolts OK
7.9
92
23.19
86.30
46.00
0.25
0.0
11.59
No
OK
0.00
0.252
Bolts OK
10.2
92
24.27
86.30
46.00
0.26
0.0
12.14
No
OK
0.00
0.264
Bolts OK
10.8
92
26.79
86.30
46.00
0.29
0.0
13.39
No
OK
0.00
0.291
Bolts OK
8.3
92
20.95
86.30
46.00
0.23
0.0
10.47
No
OK
0.00
0.228
Bolts OK
3.8
92
19.55
86.30
46.00
0.21
0.0
9.77
No
OK
0.00
0.212
Bolts OK
11.1
92
24.69
86.30
46.00
0.27
0.0
12.34
No
OK
0.00
0.268
Bolts OK
4.7
92
3.49
86.30
46.00
0.04
0.0
1.74
No
OK
0.00
0.038
Bolts OK
1.9
92
2.05
86.30
46.00
0.02
0.0
1.02
No
OK
0.00
0.022
Bolts OK
5.0
92
4.81
86.30
46.00
0.05
0.0
2.41
No
OK
0.00
0.052
Bolts OK
1.6
92
3.53
86.30
46.00
0.04
0.0
1.76
No
OK
0.00
0.038
Bolts OK
N/A
92
32.28
86.30
46.00
0.39
3.1
16.14
No
OK
0.04
0.351
Bolts OK
N/A
92
33.89
86.30
46.00
0.42
4.6
16.95
No
OK
0.05
0.368
Bolts OK
N/A
92
29.80
86.30
46.00
0.36
2.9
14.90
No
OK
0.03
0.324
Bolts OK
N/A
92
36.28
86.30
46.00
0.45
4.8
18.14
No
OK
0.06
0.394
Bolts OK
20.7
92
35.55
86.30
46.00
0.39
0.0
17.77
No
OK
0.00
0.386
Bolts OK
18.3
92
33.68
86.30
46.00
0.37
0.0
16.84
No
OK
0.00
0.366
Bolts OK
21.6
92
37.97
86.30
46.00
0.41
0.0
18.99
No
OK
0.00
0.413
Bolts OK
18.7
92
31.74
86.30
46.00
0.35
0.0
15.87
No
OK
0.00
0.345
Bolts OK
N/A
92
32.39
86.30
46.00
0.38
2.7
16.19
No
OK
0.03
0.352
Bolts OK
22.2
92
35.55
86.30
46.00
0.39
0.0
17.77
No
OK
0.00
0.386
Bolts OK
N/A
92
2.96
86.30
46.00
0.05
1.3
1.48
No
OK
0.02
0.032
Bolts OK
4.3
92
3.00
86.30
46.00
0.03
0.0
1.50
No
OK
0.00
0.033
Bolts OK
1.2
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.9
92
0.88
86.30
46.00
0.7
92
6.53
86.30
46.00
6.3
92
1.37
86.30
3.6
92
3.94
86.30
3.4
92
4.09
N/A
92
2.2
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
0.07
0.0
3.26
No
OK
0.00
0.071
Bolts OK
46.00
0.01
0.0
0.68
No
OK
0.00
0.015
Bolts OK
46.00
0.04
0.0
1.97
No
OK
0.00
0.043
Bolts OK
86.30
46.00
0.04
0.0
2.04
No
OK
0.00
0.044
Bolts OK
1.16
86.30
46.00
0.04
2.1
0.58
No
OK
0.02
0.013
Bolts OK
92
6.23
86.30
46.00
0.07
0.0
3.11
No
OK
0.00
0.068
Bolts OK
N/A
92
3.86
86.30
46.00
0.05
0.3
1.93
No
OK
0.00
0.042
Bolts OK
N/A
92
3.70
86.30
46.00
0.05
0.5
1.85
No
OK
0.01
0.040
Bolts OK
3.7
92
3.93
86.30
46.00
0.04
0.0
1.97
No
OK
0.00
0.043
Bolts OK
N/A
92
3.72
86.30
46.00
0.04
0.2
1.86
No
OK
0.00
0.040
Bolts OK
4.3
92
2.98
86.30
46.00
0.03
0.0
1.49
No
OK
0.00
0.032
Bolts OK
N/A
92
2.98
86.30
46.00
0.05
1.4
1.49
No
OK
0.02
0.032
Bolts OK
0.9
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.2
92
0.88
86.30
46.00
0.01
0.0
0.44
No
OK
0.00
0.010
Bolts OK
1.9
92
4.32
86.30
46.00
0.05
0.0
2.16
No
OK
0.00
0.047
Bolts OK
N/A
92
9.38
86.30
46.00
0.13
2.3
4.69
No
OK
0.03
0.102
Bolts OK
N/A
92
6.96
86.30
46.00
0.08
0.7
3.48
No
OK
0.01
0.076
Bolts OK
N/A
92
6.81
86.30
46.00
0.08
0.5
3.40
No
OK
0.01
0.074
Bolts OK
6.0
92
8.78
86.30
46.00
0.10
0.0
4.39
No
OK
0.00
0.095
Bolts OK
0.4
92
3.63
86.30
46.00
0.04
0.0
1.81
No
OK
0.00
0.039
Bolts OK
3.1
92
6.16
86.30
46.00
0.07
0.0
3.08
No
OK
0.00
0.067
Bolts OK
3.3
92
6.33
86.30
46.00
0.07
0.0
3.17
No
OK
0.00
0.069
Bolts OK
N/A
92
6.84
86.30
46.00
0.08
0.4
3.42
No
OK
0.01
0.074
Bolts OK
3.4
92
6.19
86.30
46.00
0.07
0.0
3.09
No
OK
0.00
0.067
Bolts OK
5.1
92
4.00
86.30
46.00
0.04
0.0
2.00
No
OK
0.00
0.043
Bolts OK
3.5
92
3.07
86.30
46.00
0.03
0.0
1.53
No
OK
0.00
0.033
Bolts OK
5.7
92
6.61
86.30
46.00
0.07
0.0
3.31
No
OK
0.00
0.072
Bolts OK
2.9
92
0.84
86.30
46.00
0.01
0.0
0.42
No
OK
0.00
0.009
Bolts OK
14.7
92
11.17
86.30
46.00
0.12
0.0
5.59
No
OK
0.00
0.121
Bolts OK
13.3
92
10.44
86.30
46.00
0.11
0.0
5.22
No
OK
0.00
0.113
Bolts OK
15.2
92
13.66
86.30
46.00
0.15
0.0
6.83
No
OK
0.00
0.148
Bolts OK
12.8
92
7.82
86.30
46.00
0.09
0.0
3.91
No
OK
0.00
0.085
Bolts OK
9.7
92
10.08
86.30
46.00
0.11
0.0
5.04
No
OK
0.00
0.110
Bolts OK
8.4
92
9.33
86.30
46.00
0.10
0.0
4.66
No
OK
0.00
0.101
Bolts OK
11.5
92
13.82
86.30
46.00
0.15
0.0
6.91
No
OK
0.00
0.150
Bolts OK
9.1
92
7.95
86.30
46.00
0.09
0.0
3.97
No
OK
0.00
0.086
Bolts OK
16.9
92
13.46
86.30
46.00
0.15
0.0
6.73
No
OK
0.00
0.146
Bolts OK
13.6
92
14.02
86.30
46.00
0.15
0.0
7.01
No
OK
0.00
0.152
122.3
92
19.92
86.30
46.00
46.62
4004.7
9.96
No
Bolts fail
46.40
0.217
114.7
92
9.73
86.30
46.00
3.23
269.2
4.86
No
Bolts fail
3.12
0.106
118.8
92
6.68
86.30
46.00
0.07
0.0
3.34
No
OK
0.00
0.073
118.2
92
5.10
86.30
46.00
0.06
0.0
2.55
No
OK
0.00
0.055
140.8
92
75.65
86.30
46.00
23.53
1959.8
37.82
No
Bolts fail
22.71
0.822
120.0
92
5.41
86.30
46.00
0.06
0.0
2.70
No
OK
0.00
0.059
134.6
92
40.18
86.30
46.00
23.93
2027.7
20.09
No
Bolts fail
23.50
0.437
126.2
92
40.07
86.30
46.00
20.90
1766.3
20.03
No
Bolts fail
20.47
0.435
61.9
92
27.57
86.30
46.00
9.95
832.5
13.78
No
Bolts fail
9.65
0.300
63.9
92
10.54
86.30
46.00
1.65
132.7
5.27
No
Bolts fail
1.54
0.115
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts OK
unsafe unsafe
Bolt fail Bolt fail Bolts OK Bolts OK
unsafe
Bolt fail Bolts OK
unsafe unsafe unsafe unsafe
Bolt fail Bolt fail Bolt fail Bolt fail
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt fail Bolt fail Bolt OK Bolt OK Bolt fail Bolt OK Bolt fail Bolt fail Bolt fail Bolt fail Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK Bolt OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Shear and Interaction ratio
Weld size to be adopted
mm
Shear resisted
Shear force
Co-existant
Tension
Shear
Intreaction
Actual
Actual shear
Check For Shear
by friction betn
resisted by
Resultant
capacity
capacity
Ratio
Tension
per bolt
and Tension
Pedestal &
total bolts
shear
per bolt
per bolt
(shear + Tension)
Per bolt
Base Plate
(capacity) KN
KN
KN
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
46.00
0.0
N/A
0.00
86.30
0.0
N/A
0.00
86.30
0.0
N/A
0.00
0.0
N/A
0.0
Interaction for Tension
Tension , shear , and combined
Interaction for Shear
check for Tension Check for shear
KN
KN
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
0.0
N/A
0.00
86.30
46.00
0.00
0.0
0.00
No
N/A
0.00
0.000
Bolts OK
Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts Bolts
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt Bolt
OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
Tension Bolts Fail Shear Bolts OK Combined Bolts Fail
Bolts fail
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