Tie Beam Design Summary
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BEAM DESIGN SUMMARY Project Name
:
DESIGN OF A 3-STOREY BUILDING
Client Name
:
CITY GOVERNMENT
Engineer Name
:
LNJ GROUP
Design File
:
C:\Users\Loren Ijapon\Documents\THESIS STAAD AND RCDC\RCDC RESULTS\TIE BEAM DESIGN.rcdx
Analysis File
:
C:\Users\Loren Ijapon\Documents\THESIS STAAD AND RCDC\DESIGN OF A 3-STOREY BUILDING.std
Analysis Last Modified :
14/04/2020 10:14:00 AM
Level Designed
1.5m
:
Beam No
:
B1
Group No
:
G1
:
13
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 60.108 0.51 701.27 794.24 4-#16
Beam Bottom Mid 53.717 0.51 701.27 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 34.075 0.33 460.6 595.68 3-#16
Beam Top Mid 37.398 0.366 506.53 595.68 3-#16
Right 123.422 0.98 1361.56 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 23.16 0 443.841 1012.57 2L-#10 @ 140
Mid 34.41 0 443.841 1012.57 2L-#10 @ 140
Right 63.19 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B2
Group No
:
G1
:
14
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 2 of 8
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 52.362 0.51 701.27 794.24 4-#16
Beam Bottom Mid 46.996 0.46 640.3 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 35.829 0.35 484.82 1520.13 3-#25
Beam Top Mid 41.042 0.403 557.13 595.68 3-#16
Right 125.528 1 1386.92 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 24.37 0 443.841 1012.57 2L-#10 @ 140
Mid 33.2 0 443.841 1012.57 2L-#10 @ 140
Right 61.98 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B3
Group No
:
G2
:
15
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 61.875 0.51 701.27 794.24 4-#16
Beam Bottom Mid 54.728 0.51 701.27 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 36.01 0.35 487.33 595.68 3-#16
Beam Top Mid 38.654 0.379 523.95 595.68 3-#16
Right 125.812 1.01 1390.35 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 22.86 0 443.841 1012.57 2L-#10 @ 140
Mid 34.7 0 443.841 1012.57 2L-#10 @ 140
Right 63.49 0 443.841 1012.57 2L-#10 @ 140
: -
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 3 of 8
Beam No
:
B4
Group No
:
G2
:
16
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 56.202 0.51 701.27 794.24 4-#16
Beam Bottom Mid 49.239 0.49 671.79 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 34.104 0.33 461 1520.13 3-#25
Beam Top Mid 43.594 0.429 592.7 595.68 3-#16
Right 130.477 1.05 1446.86 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 23.07 0 443.841 1012.57 2L-#10 @ 140
Mid 34.5 0 443.841 1012.57 2L-#10 @ 140
Right 63.28 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B5
:
G3
:
19
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Group No Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Beam Bottom Left Mid 0 19.14 0.13 0.19 179.72 256.42 397.12 397.12 2-#16 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 38.536 0.38 522.31 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
Right 35.805 0.35 484.49 595.68 3-#16
06/05/2020
Page 4 of 8
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43.69 0 443.841 1012.57 2L-#10 @ 140
Mid 14.91 0 443.841 1012.57 2L-#10 @ 140
Right 42.66 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B6
Group No
:
G3
:
18
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Beam Bottom Left Mid 0 19.069 0.13 0.18 179.72 255.46 397.12 397.12 2-#16 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 41.174 0.4 558.97 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 34.587 0.34 467.66 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 44.76 0 443.841 1012.57 2L-#10 @ 140
Mid 15.98 0 443.841 1012.57 2L-#10 @ 140
Right 41.59 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B7
Group No
:
G4
:
21
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Analysis Reference(Member)
1.5m
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 5 of 8
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 0 0.13 179.72 397.12 2-#16
Beam Bottom Mid 19.2 0.19 257.23 397.12 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 37.731 0.37 511.15 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 34.345 0.34 464.32 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43.6 0 443.841 1012.57 2L-#10 @ 140
Mid 14.82 0 443.841 1012.57 2L-#10 @ 140
Right 42.75 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B8
Group No
:
G4
:
20
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 0 0.13 179.72 397.12 2-#16
Beam Bottom Mid 18.745 0.18 251.07 397.12 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 36.996 0.36 500.96 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 36.063 0.35 488.05 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43.59 0 443.841 1012.57 2L-#10 @ 140
Mid 14.81 0 443.841 1012.57 2L-#10 @ 140
Right 42.76 0 443.841 1012.57 2L-#10 @ 140
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 6 of 8
: -
SFR
Beam No
:
B9
Group No
:
G5
:
23
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 3.139 0.13 179.72 397.12 2-#16
Beam Bottom Mid 11.612 0.13 179.72 397.12 2-#16
Right 2.91 0.13 179.72 397.12 2-#16
Left 22.79 0.22 305.98 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 24.653 0.24 331.36 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 34.04 0 443.841 1012.57 2L-#10 @ 140
Mid 12.01 0 443.841 1012.57 2L-#10 @ 140
Right 35.04 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B10
Group No
:
G5
:
22
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm)
Beam Bottom Left Mid Right 0 19.398 0 0.13 0.19 0.13 179.72 259.91 179.72
Left 34.922 0.34 472.29
Beam Top Mid 0 0.13 179.72
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
Right 35.792 0.35 484.32
06/05/2020
Page 7 of 8
Ast Prv (sqmm) Reinforcement
397.12 2-#16
397.12 2-#16
397.12 2-#16
595.68 3-#16
595.68 3-#16
595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43 0 443.841 1012.57 2L-#10 @ 140
Mid 14.57 0 443.841 1012.57 2L-#10 @ 140
Right 43.35 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B11
Group No
:
G6
:
17
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 66.58 0.51 706.48 794.24 4-#16
Beam Bottom Mid 57.673 0.51 701.27 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 33.448 0.33 451.95 595.68 3-#16
Beam Top Mid 40.988 0.402 556.38 595.68 3-#16
Right 130.786 1.05 1450.62 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 21.39 0 443.841 1012.57 2L-#10 @ 140
Mid 36.18 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B12
Group No
:
G6
:
24
:
350
Analysis Reference(Member) Breadth
Right 64.96 0 443.841 1012.57 2L-#10 @ 140
1.5m
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
mm
06/05/2020
Page 8 of 8
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 54.417 0.51 701.27 794.24 4-#16
Beam Bottom Mid 48.912 0.48 667.2 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 37.163 0.36 503.29 1520.13 3-#25
Beam Top Mid 42.421 0.417 576.34 595.68 3-#16
Right 130.173 1.04 1443.17 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 24.83 0 443.841 1012.57 2L-#10 @ 140
Mid 33.87 0 443.841 1012.57 2L-#10 @ 140
Right 63.23 0 443.841 1012.57 2L-#10 @ 140
: -
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
BEAM DESIGN SUMMARY Project Name
:
DESIGN OF A 3-STOREY BUILDING
Client Name
:
CITY GOVERNMENT
Engineer Name
:
LNJ GROUP
Design File
:
C:\Users\Loren Ijapon\Documents\THESIS STAAD AND RCDC\RCDC RESULTS\TIE BEAM DESIGN.rcdx
Analysis File
:
C:\Users\Loren Ijapon\Documents\THESIS STAAD AND RCDC\DESIGN OF A 3-STOREY BUILDING.std
Analysis Last Modified :
14/04/2020 10:14:00 AM
Level Designed
1.5m
:
Beam No
:
B1
Group No
:
G1
:
13
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 60.108 0.51 701.27 794.24 4-#16
Beam Bottom Mid 53.717 0.51 701.27 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 34.075 0.33 460.6 595.68 3-#16
Beam Top Mid 37.398 0.366 506.53 595.68 3-#16
Right 123.422 0.98 1361.56 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 23.16 0 443.841 1012.57 2L-#10 @ 140
Mid 34.41 0 443.841 1012.57 2L-#10 @ 140
Right 63.19 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B2
Group No
:
G1
:
14
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 2 of 8
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 52.362 0.51 701.27 794.24 4-#16
Beam Bottom Mid 46.996 0.46 640.3 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 35.829 0.35 484.82 1520.13 3-#25
Beam Top Mid 41.042 0.403 557.13 595.68 3-#16
Right 125.528 1 1386.92 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 24.37 0 443.841 1012.57 2L-#10 @ 140
Mid 33.2 0 443.841 1012.57 2L-#10 @ 140
Right 61.98 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B3
Group No
:
G2
:
15
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 61.875 0.51 701.27 794.24 4-#16
Beam Bottom Mid 54.728 0.51 701.27 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 36.01 0.35 487.33 595.68 3-#16
Beam Top Mid 38.654 0.379 523.95 595.68 3-#16
Right 125.812 1.01 1390.35 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 22.86 0 443.841 1012.57 2L-#10 @ 140
Mid 34.7 0 443.841 1012.57 2L-#10 @ 140
Right 63.49 0 443.841 1012.57 2L-#10 @ 140
: -
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 3 of 8
Beam No
:
B4
Group No
:
G2
:
16
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 56.202 0.51 701.27 794.24 4-#16
Beam Bottom Mid 49.239 0.49 671.79 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 34.104 0.33 461 1520.13 3-#25
Beam Top Mid 43.594 0.429 592.7 595.68 3-#16
Right 130.477 1.05 1446.86 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 23.07 0 443.841 1012.57 2L-#10 @ 140
Mid 34.5 0 443.841 1012.57 2L-#10 @ 140
Right 63.28 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B5
:
G3
:
19
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Group No Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Beam Bottom Left Mid 0 19.14 0.13 0.19 179.72 256.42 397.12 397.12 2-#16 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 38.536 0.38 522.31 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
Right 35.805 0.35 484.49 595.68 3-#16
06/05/2020
Page 4 of 8
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43.69 0 443.841 1012.57 2L-#10 @ 140
Mid 14.91 0 443.841 1012.57 2L-#10 @ 140
Right 42.66 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B6
Group No
:
G3
:
18
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Beam Bottom Left Mid 0 19.069 0.13 0.18 179.72 255.46 397.12 397.12 2-#16 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 41.174 0.4 558.97 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 34.587 0.34 467.66 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 44.76 0 443.841 1012.57 2L-#10 @ 140
Mid 15.98 0 443.841 1012.57 2L-#10 @ 140
Right 41.59 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B7
Group No
:
G4
:
21
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Analysis Reference(Member)
1.5m
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 5 of 8
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 0 0.13 179.72 397.12 2-#16
Beam Bottom Mid 19.2 0.19 257.23 397.12 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 37.731 0.37 511.15 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 34.345 0.34 464.32 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43.6 0 443.841 1012.57 2L-#10 @ 140
Mid 14.82 0 443.841 1012.57 2L-#10 @ 140
Right 42.75 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B8
Group No
:
G4
:
20
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 0 0.13 179.72 397.12 2-#16
Beam Bottom Mid 18.745 0.18 251.07 397.12 2-#16
Right 0 0.13 179.72 397.12 2-#16
Left 36.996 0.36 500.96 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 36.063 0.35 488.05 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43.59 0 443.841 1012.57 2L-#10 @ 140
Mid 14.81 0 443.841 1012.57 2L-#10 @ 140
Right 42.76 0 443.841 1012.57 2L-#10 @ 140
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
Page 6 of 8
: -
SFR
Beam No
:
B9
Group No
:
G5
:
23
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 3.139 0.13 179.72 397.12 2-#16
Beam Bottom Mid 11.612 0.13 179.72 397.12 2-#16
Right 2.91 0.13 179.72 397.12 2-#16
Left 22.79 0.22 305.98 595.68 3-#16
Beam Top Mid 0 0.13 179.72 595.68 3-#16
Right 24.653 0.24 331.36 595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 34.04 0 443.841 1012.57 2L-#10 @ 140
Mid 12.01 0 443.841 1012.57 2L-#10 @ 140
Right 35.04 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B10
Group No
:
G5
:
22
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm)
Beam Bottom Left Mid Right 0 19.398 0 0.13 0.19 0.13 179.72 259.91 179.72
Left 34.922 0.34 472.29
Beam Top Mid 0 0.13 179.72
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
Right 35.792 0.35 484.32
06/05/2020
Page 7 of 8
Ast Prv (sqmm) Reinforcement
397.12 2-#16
397.12 2-#16
397.12 2-#16
595.68 3-#16
595.68 3-#16
595.68 3-#16
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
Left 43 0 443.841 1012.57 2L-#10 @ 140
Mid 14.57 0 443.841 1012.57 2L-#10 @ 140
Right 43.35 0 443.841 1012.57 2L-#10 @ 140
: -
SFR
Beam No
:
B11
Group No
:
G6
:
17
Breadth
:
350
mm
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Analysis Reference(Member)
1.5m
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 66.58 0.51 706.48 794.24 4-#16
Beam Bottom Mid 57.673 0.51 701.27 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 33.448 0.33 451.95 595.68 3-#16
Beam Top Mid 40.988 0.402 556.38 595.68 3-#16
Right 130.786 1.05 1450.62 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 21.39 0 443.841 1012.57 2L-#10 @ 140
Mid 36.18 0 443.841 1012.57 2L-#10 @ 140
: -
Beam No
:
B12
Group No
:
G6
:
24
:
350
Analysis Reference(Member) Breadth
Right 64.96 0 443.841 1012.57 2L-#10 @ 140
1.5m
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
mm
06/05/2020
Page 8 of 8
Depth
:
500
mm
Material Properties
:
C21 : Fy276 : Clear Cover = 75
mm
Design Code
:
ACI 318M - 2011
Beam Type
:
Regular Beam
Flexure Design
Mu (kN) PtClc (%) Ast Calc (sqmm) Ast Prv (sqmm) Reinforcement
Left 54.417 0.51 701.27 794.24 4-#16
Beam Bottom Mid 48.912 0.48 667.2 794.24 4-#16
Right 0 0.13 179.72 794.24 4-#16
Left 37.163 0.36 503.29 1520.13 3-#25
Beam Top Mid 42.421 0.417 576.34 595.68 3-#16
Right 130.173 1.04 1443.17 1520.13 3-#25
Shear Design Vu (kN) Asv Torsion (sqmm) Asv Reqd (sqmm) Asv Prv (sqmm) Reinforcement
SFR
Left 24.83 0 443.841 1012.57 2L-#10 @ 140
Mid 33.87 0 443.841 1012.57 2L-#10 @ 140
Right 63.23 0 443.841 1012.57 2L-#10 @ 140
: -
file:///C:/Users/Loren%20Ijapon/AppData/Local/Temp/tmp2A01.tmp
06/05/2020
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