Manual Crane Calculation
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Manual Crane Calculation as PDF for free.
More details
- Words: 6,474
- Pages: 98
Loading documents preview...
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
STRUCTURAL DESIGN CALCULATIONS FOR MANUAL CRANE CALCULATION
[Type text]
Page 1
20/12/2010 DATE
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
MOHD.YOUSEF PREPARED
R.SALEM CHECKED
APPROVAL ISSUED FOR
00 REVISION
Page 2
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Table of Contents
page
1.0
SCOPE ..................................................................................................4
2.0
DESIGN DATA.........................................................................................4 2.1 Codes and Standards:.....................................................................................................5 2.2 DESIGN PHILOSOPHY :................................................................................................5 2.3 Materials............................................................................................................................5
3.0
LOADS.................................................................................................5 3.1 Impact Factor...................................................................................................................6 Impact Factor 1.25 is applied. (As per AISC – ASD section – 5.4.2 factor is only ...6 1.2). However, it was revisited the design with factor 1.25 as per your request.......6 3.2 Crane runway Horizontal forces......................................................................................6 a. Transverse Force - 20 %. (As per AISC – section A-4.2)..................................6 b. Longitudinal Force – 10 %. (As per AISC – section A-4.2)..........................................................6 3.3 Load Combinations ........................................................................................................6
4 APPENDIX - 1: STAAD INPUT .............................................................................7 5 APPENDIX - 2: STAAD SKETCHES......................................................................16 3D VIEW – STEEL WORK...........................................................................................................17 WHOLE STRUCTURE - STEEL WORK ......................................................................................18 STEEL WORK GENERAL ARRANGEMENT...............................................................................19 DESIGN RATIO AS PER AISC – LRFD.......................................................................................35 WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT..........................................................43 CRANE BEAM NUMBER / SECTION..........................................................................................44 CRANE LOAD AT POSITION 1 (LOAD CASE - 3).......................................................................45 CRANE LOAD AT POSITION 2 (LOAD CASE - 4).......................................................................46 CRANE LOAD AT POSITION 3 (LOAD CASE - 5).......................................................................47 CRANE LOAD AT POSITION 4 (LOAD CASE - 6).......................................................................48 BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ).......................................................50 BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY).......................................................51
[Type text]
Page 3
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)...............................................................52 SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)...............................................................53 DESIGN RATIO AS PER AISC – LRFD.......................................................................................54 6 APPENDIX - 3: STAAD OUTPUT.........................................................................55 7 DESIGN OF BASE PLATE & ANCHOR BOLT.........................................................71 8 DISPLACEMENT CHECK....................................................................................76 9. WELD CONNECTION CALCULATION..................................................................81 10. STAAD OUTPUT............................................................................................90
10.
STAAD OUTPUT...........................................................................................83
1.0
SCOPE This document covers the Structural Design calculations for the proposed mono rail support beam proposed, at various locations.
2.0
DESIGN DATA 2.1
Codes and Standards:
AISC – LRFD (LOAD RESISTANCE FACTOR DESIGN.)
[Type text]
Page 4
2.2
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN PHILOSOPHY :
Modeling and analysis for main and secondary steel work is based on linear elastic theory. Modeling:
Space (3-D) model have been prepared using STAAD-Pro.
Analysis:
Elastic Global Static Analysis.
The aim of structural design is to be provide, with due regard to economy, a support steel work capable of fulfilling its intended function and sustaining the specified loads for its intended life. The design of member shall be based on LRFD / Ultimate strength design and load factors shall be considered.
2.3
Materials Materials for Structural steel shall be as per project specification.
3.0
LOADS
Dead Load- Weight of materials forming the permanent part of the structure Live load- Mono rail capacity –Safe Working Load (1.5Tons) Wind load is not considered (Jibb crane is located inside the Building). Seismic load is not considered (Seismic is not applicable)
3.1
Impact Factor Impact Factor 1.25 is applied. (As per AISC – ASD section – 5.4.2 factor is only 1.2). However, it was revisited the design with factor 1.25 as per your request. 3.2
Crane runway Horizontal forces a. Transverse Force - 20 %. (As per AISC – section A-4.2) b. Longitudinal Force – 10 %. (As per AISC – section A-4.2)
3.3
Load Combinations
SERVICE LIMIT STATE AISC - LRFD 1.0 DL + 1.0 LL 1.4 DL + 1.6 LL Where DL is the dead load, LL is the live load.
[Type text]
Page 5
3.3.1
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Deflection
All members of structural steel framing system should satisfy the following deflection criteria at service loads. For beams
: L/360 (For Simply supported) : L/180 (For Cantilever)
Where
L -span of beam
However, Conservatively we checked Cantilever monorail for = Span / 360 The mono rail beam is analysed in STAAD PRO as an overhung beam. The Live load is considered as a moving load.
[Type text]
Page 6
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
4 APPENDIX - 1: STAAD INPUT
4. STAAD INPUT STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-July-08 END JOB INFORMATION ***JIBB CRANE SUPPORT BEAM******
[Type text]
Page 7
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
***ENGINEER BY P.KAVITHA ***CHECKED BY B.SIVASANKER ***APPROVED BY NGR INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 20 0; 2 1.5 20 0; 3 0 20 1.5; 4 1.5 20 1.5; 5 0 24 0; 6 1.5 24 0; 7 0 24 1.5; 8 1.5 24 1.5; 9 0 28.2 1.5; 10 1.5 28.2 1.5; 11 1.5 28.2 0; 12 0 28.2 0; 13 0 29.7 1.5; 14 1.5 29.7 1.5; 15 1.5 29.7 0; 16 0 29.7 0; 17 0 28.2 3; 18 1.5 28.2 3; 20 0 26.8 1.5; 21 0 26.8 0; 27 1.5 26.8 1.5; 28 1.5 26.8 0; 30 0.75 29.7 0; 31 0.75 29.7 1.5; 32 0.75 29.445 3; 33 0.75 29.445 2.5; 34 0 22.5 1.5; 35 1.5 22.5 1.5; 36 1.5 22.5 0; 37 0 22.5 0; 38 0 25.4 1.5; 39 1.5 25.4 1.5; 40 1.5 25.4 0; 41 0 25.4 0; MEMBER INCIDENCES 1 1 37; 2 3 34; 3 2 36; 4 4 35; 5 7 8; 6 8 6; 7 6 5; 8 5 7; 9 9 10; 10 10 11; 11 11 12; 12 12 9; 13 5 41; 14 7 38; 15 6 40; 16 8 39; 17 13 31; 18 14 15; 19 15 30; 20 16 13; 21 16 12; 22 13 9; 23 15 11; 24 14 10; 26 9 17; 27 10 18; 29 20 9; 30 21 12; 34 17 20; 43 27 10; 44 28 11; 48 18 27; 57 30 16; 58 31 14; 59 30 31; 60 31 33; 73 33 32; 74 14 32; 75 13 32; 76 21 20; 77 20 27; 78 27 28; 79 28 21; 80 34 7; 81 35 8; 82 34 35; 83 36 6; 84 35 36; 85 37 5; 86 36 37; 87 37 34; 88 38 20; 89 39 27; 90 38 39; 91 40 28; 92 39 40; 93 41 21; 94 40 41; 95 41 38; 96 17 18; 97 4 34; 98 34 8; 99 8 38; 100 38 27; 101 27 9; 102 2 37;
[Type text]
Page 8
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
103 37 6; 104 6 41; 105 41 28; 106 28 12; DEFINE MATERIAL START ISOTROPIC MATERIAL1 E 2.05e+008 POISSON 0.3 DENSITY 77 DAMP 8.44924e-038 ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 END DEFINE MATERIAL CONSTANTS BETA 135 MEMB 74 BETA 225 MEMB 75 BETA 90 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 MATERIAL MATERIAL1 MEMB 1 TO 4 10 12 TO 24 26 27 29 30 43 44 57 TO 59 74 75 80 81 83 85 88 89 91 93 96 MATERIAL MATERIAL1 MEMB 9 11 MATERIAL STEEL MEMB 5 TO 8 34 48 59 60 73 76 TO 79 82 84 86 87 90 92 94 95 -
[Type text]
Page 9
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
97 TO 106 MEMBER PROPERTY EUROPEAN 17 19 57 58 TABLE ST IPE240 74 75 TABLE ST L90X90X8 9 TO 12 18 20 26 27 96 TABLE ST IPE200 MEMBER PROPERTY BRITISH 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 TABLE ST UC152X152X23 MEMBER PROPERTY EUROPEAN 34 48 97 TO 106 TABLE ST L70X70X6 5 TO 8 76 TO 79 82 84 86 87 90 92 94 95 TABLE ST IPE140 MEMBER PROPERTY BRITISH 59 60 73 TABLE ST UC203X203X71 SUPPORTS 1 TO 4 PINNED MEMBER TRUSS 34 48 74 75 97 TO 106 MEMBER OFFSET 59 60 START 0 -0.255 0 59 END 0 -0.255 0 74 75 END 0 0.255 0 MEMBER RELEASE
[Type text]
Page 10
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
5 7 9 11 77 79 82 86 90 94 96 END MY MZ 5 7 9 11 77 79 82 86 90 94 96 START MY MZ LOAD 1 SELFWEIGHT SELFWEIGHT Y -1 LOAD 2 DEAD LOAD JOINT LOAD 11 12 FY -0.5 9 10 FY -1.5 LOAD 3 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ********** ***POSITION 1 JOINT LOAD 32 FY -18.75 32 FX 3.75 32 FZ 1.875 LOAD 4 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3
[Type text]
Page 11
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
***POSITION 2 JOINT LOAD 33 FY -18.75 33 FX 3.75 33 FZ 1.875 LOAD 5 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ***POSITION 3 MEMBER LOAD 60 CON GY -18.75 0.3 60 CON GX 3.75 0.3 60 CON GZ 1.875 0.3 LOAD 6 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ***POSITION 4 MEMBER LOAD 59 CON GY -18.75 0.3 59 CON GX 3.75 0.3
[Type text]
Page 12
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
59 CON GZ 1.875 0.3 ***FOR BASE PLATE AND ANCHOR BOLT DESIGN AND DISPLACEMENT LOAD COMBINATION 100 1 1.1 2 1.0 3 1.0 LOAD COMBINATION 101 1 1.0 2 1.0 4 1.0 LOAD COMBINATION 102 1 1.0 2 1.0 5 1.0 LOAD COMBINATION 103 1 1.0 2 1.0 6 1.0 *********AISC - LRFD FOR MEMBER DESIGN LOAD COMBINATION 104 1 1.4 2 1.6 3 1.6 LOAD COMBINATION 105 1 1.4 2 1.6 4 1.6 LOAD COMBINATION 106 1 1.4 2 1.6 5 1.6 LOAD COMBINATION 107 1 1.4 2 1.6 6 1.6 PERFORM ANALYSIS PRINT STATICS CHECK LOAD LIST 1 TO 6 PRINT SUPPORT REACTION
[Type text]
Page 13
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
LOAD LIST 100 TO 103 PRINT JOINT DISPLACEMENTS LOAD LIST 104 TO 107 PRINT MEMBER FORCES PARAMETER CODE LRFD RATIO 1 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 DFF 360 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 FYLD 250000 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 *** COLUMNS LZ 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 LY 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 UNT 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 UNB 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 *** BEAMS LZ 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 LY 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 UNT 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 UNB 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 *** CHECK CODE MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 96 FINISH
[Type text]
Page 14
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 15
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
5 APPENDIX - 2: STAAD SKETCHES
3D VIEW – STEEL WORK
[Type text]
Page 16
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
WHOLE STRUCTURE - STEEL WORK
[Type text]
Page 17
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
STEEL WORK GENERAL ARRANGEMENT
[Type text]
Page 18
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 19
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 20
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 21
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 22
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 23
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 24
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 25
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 26
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 27
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 28
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 29
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 30
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 31
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 32
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 33
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN RATIO AS PER AISC – LRFD
[Type text]
Page 34
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 35
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 36
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 37
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 38
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 39
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 40
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 41
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT
[Type text]
Page 42
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE BEAM NUMBER / SECTION
[Type text]
Page 43
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 1 (LOAD CASE - 3)
[Type text]
Page 44
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 2 (LOAD CASE - 4)
[Type text]
Page 45
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 3 (LOAD CASE - 5)
[Type text]
Page 46
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 4 (LOAD CASE - 6)
[Type text]
Page 47
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 48
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ)
[Type text]
Page 49
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY)
[Type text]
Page 50
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)
[Type text]
Page 51
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)
[Type text]
Page 52
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN RATIO AS PER AISC – LRFD
[Type text]
Page 53
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
6 APPENDIX - 3: STAAD OUTPUT
[Type text]
Page 54
6.1
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SUPPORT REACTION
Node 1
2
3
A L/C 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101
[Type text]
Horizontal Fx kN 0.004 0.001 -0.015 -0.011 -0.004 0.01 -0.011 -0.007 0 0.014 -0.019 -0.011 -0.001 0.021 -0.002 0 2.434 1.48 0.143 -2.739 2.432 1.478 0.142 -2.741 3.891 2.365 0.227 -4.385 0.007 0.002 0.042 0.037 0.031 0.017 0.052 0.047
Vertical Fy kN 3.546 0.509 -7.733 -8.634 -9.904 -12.811 -3.324 -4.579 -5.85 -8.757 -6.595 -8.036 -10.069 -14.72 3.5 0.491 -20.823 -13.672 -3.652 18.005 -16.481 -9.681 0.339 21.996 -27.63 -16.19 -0.157 34.494 6.309 1.491 -2.504 -1.604 -0.333 2.574 5.927 6.197
Horizontal Fz kN 0.003 0 -1.135 -0.984 -0.774 -0.333 -1.131 -0.981 -0.771 -0.33 -1.81 -1.57 -1.234 -0.528 0.002 0 0.197 0.047 -0.163 -0.604 0.199 0.048 -0.162 -0.603 0.317 0.076 -0.26 -0.965 -0.002 0 -1.135 -0.984 -0.774 -0.333 -1.136 -0.985
Page 55
4
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107
[Type text]
0.04 0.026 0.081 0.073 0.063 0.041 -0.009 -0.003 -6.21 -5.256 -3.92 -1.038 -6.223 -5.268 -3.932 -1.05 -9.953 -8.427 -6.289 -1.677
7.467 10.374 7.212 8.653 10.685 15.337 6.355 1.509 57.81 50.66 40.639 18.983 66.309 58.523 48.503 26.846 103.807 92.366 76.334 41.683
-0.775 -0.335 -1.817 -1.576 -1.24 -0.535 -0.003 0 0.197 0.047 -0.163 -0.604 0.193 0.043 -0.167 -0.608 0.31 0.07 -0.266 -0.972
Page 56
6.2
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
STAAD.PRO CODE CHECKING - (LRFD 3RD EDITION)
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER
TABLE FX
RESULT/ CRITICAL COND/ MY
MZ
RATIO/
LOADING/
LOCATION
======================================================================= 1 ST UC1 52X152X2 PASS 7.38 T
-0.05
2 ST UC1 52X152X2 PASS 6.43 C
0.20
3 ST UC1 52X152X2 PASS 26.24 C
0.05
4 ST UC1 52X152X2 PASS 86.17 C 5 ST IPE140 0.62 T 6 ST IPE140
[Type text]
0.20 PASS
4.53
4.54
-0.05
LRFD-H1-1B-C
0.134
104
0.092
107
0.119
104
2.50
LRFD-H1-1B-C -0.78
104
2.50
LRFD-H1-1B-C 2.41
0.124
2.50
LRFD-H1-1B-C
LRFD-H1-1B-T
0.00 PASS
LRFD-H1-1B-T
2.50 0.004
104
0.75 0.097
107
Page 57
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
0.01 C 7 ST IPE140 0.19 C 8 ST IPE140 0.01 C 9 ST IPE200 9.42 T 10 ST IPE200 0.04 T 11 ST IPE200 3.81 C 12 ST IPE200 0.05 C
0.00 PASS
1.73
LRFD-H1-1B-C
0.00 PASS
-0.05
LRFD-H1-1B-C
0.00 PASS
3.22
LRFD-H1-1B-T
0.00 PASS
-0.09 LRFD-H1-1B-T
0.00 PASS
2.09
-0.09
-0.01
3.65
-0.10
14 ST UC1 52X152X2 PASS 19.72 C
0.34
15 ST UC1 52X152X2 PASS 21.97 C
0.14
16 ST UC1 52X152X2 PASS 66.81 C 17 ST IPE240
[Type text]
0.40 PASS
0.180
0.009
0.044
0.006
LRFD-H1-1B-C
104
0.75 0.078
104
1.50 0.049
104
0.077
104
0.051
107
0.104
104
1.40
1.40
1.40
LRFD-H1-1B-C -0.49
107
0.00
LRFD-H1-1B-C 0.79
104
0.75
LRFD-H1-1B-C 1.46
104
1.50
LRFD-H1-1B-T 1.44
104
0.75
LRFD-H1-1B-C
13 ST UC1 52X152X2 PASS 8.16 T
0.003
LRFD-H1-1B-C
0.00 PASS
0.00
1.40 0.312
104
Page 58
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
3.15 C 18 ST IPE200 4.44 T 19 ST IPE240 3.96 T
20 ST IPE200 7.85 T
0.38 PASS
-23.23 LRFD-H1-1B-T
1.12 PASS
0.44 LRFD-H1-1B-T
-2.54
PASS
9.67
LRFD-H1-1B-T
1.05
-1.48
21 ST UC1 52X152X2 PASS 14.68 T
-0.94
22 ST UC1 52X152X2 PASS 29.87 C
2.73
23 ST UC1 52X152X2 PASS 13.38 C
2.67
24 ST UC1 52X152X2 PASS 35.85 C 26 ST IPE200 0.27 C 27 ST IPE200 0.01 T
6.23 PASS
PASS
[Type text]
1.49
2.44
0.280
0.147
0.81
0.103
104
0.224
104
0.188
107
0.398
104
0.00
0.00
0.00
0.00 0.026
104
0.00 0.017
107
0.00
LRFD-H1-1B-C 1.36
104
0.00
LRFD-H1-1B-C -0.33
104
0.75
LRFD-H1-1B-C 0.88
104
1.50
LRFD-H1-1B-C
LRFD-H1-1B-T
29 ST UC1 52X152X2 PASS 29.56 C
1.48
1.20
0.00
0.129
LRFD-H1-1B-T
LRFD-H1-1B-C
-0.01
0.75
0.204
104
1.40
Page 59
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
30 ST UC1 52X152X2 PASS 10.30 T 34 ST L70X70X6 0.36 C
-0.91 PASS 0.00
0.00
3.35
44 ST UC1 52X152X2 PASS 14.15 C 48 ST L70X70X6 1.35 C 57 ST IPE240 0.11 C 58 ST IPE240 12.11 C
1.46 PASS
0.00 LRFD-H1-1B-C
-3.40 PASS
10.73 LRFD-H1-1B-C
2.47
59 ST UC2 03X203X7 PASS 10.82 C
-5.25
60 ST UC2 03X203X7 PASS 16.68 C
-7.33
-20.65
73 ST UC2 03X203X7 PASS
SHEAR-Y
16.68 C
10.23
74 ST L90X90X8
[Type text]
-2.44 PASS
TENSION
0.235
104
0.124
107
0.023
104
2.05 0.345
104
0.00 0.417
104
0.00 0.305
104
0.323
104
1.50
LRFD-H1-1B-C 41.45
107
1.40
LRFD-H1-1B-C 42.89
0.006
1.40
LRFD-H1-1B-C 1.07
104
2.05
LRFD-H1-1B-C 0.01
0.105
1.40
COMPRESSION
0.00 PASS
1.77
COMPRESSION
43 ST UC1 52X152X2 PASS 43.32 C
LRFD-H1-1B-T
0.00 0.106
104
0.00 0.031
104
Page 60
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
9.76 T 75 ST L90X90X8 12.25 T
76 ST IPE140 0.10 C 77 ST IPE140 2.91 T 78 ST IPE140 0.15 C 79 ST IPE140 1.06 C
0.00
0.00
PASS
TENSION
0.00
PASS
LRFD-H1-1B-C
0.00 PASS
2.17 LRFD-H1-1B-T
0.00 PASS
-0.05 LRFD-H1-1B-C
0.00 PASS
1.21 LRFD-H1-1B-C
0.00
-0.05
80 ST UC1 52X152X2 PASS 24.68 C
-0.18
81 ST UC1 52X152X2 PASS 86.30 C 82 ST IPE140 0.35 T
-0.19 PASS 0.00
84 ST IPE140 0.02 T
[Type text]
PASS 0.00
2.12
-0.59
0.122
LRFD-H1-1B-T 2.75
104
1.50 0.007
104
0.75 0.068
107
0.00 0.005
104
0.75 0.089
104
0.114
104
1.50
1.50 0.003
104
0.75
LRFD-H1-1B-C 1.13
104
1.68
LRFD-H1-1B-C
-0.05
-0.04
0.039
LRFD-H1-1B-C
LRFD-H1-1B-T
83 ST UC1 52X152X2 PASS 29.13 C
0.00
1.68
0.061
107
1.50 0.154
107
0.00
Page 61
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
85 ST UC1 52X152X2 PASS 11.71 T 86 ST IPE140 0.10 C 87 ST IPE140 0.02 T
0.06 PASS
-0.05 LRFD-H1-1B-T
0.00
5.18
88 ST UC1 52X152X2 PASS 32.97 C
-0.65
89 ST UC1 52X152X2 PASS 66.65 C 90 ST IPE140 1.34 T
-0.88 PASS 0.00
92 ST IPE140 0.03 T
PASS
94 ST IPE140
0.00
0.48 C 95 ST IPE140 0.04 T
[Type text]
0.00 PASS 0.00
0.003
0.73
0.291
LRFD-H1-1B-C -0.05 LRFD-H1-1B-T 2.66
104
1.50 0.107
104
0.132
104
1.40
1.40 0.005
104
0.75 0.062
107
1.40 0.080
107
0.00
LRFD-H1-1B-T 1.30
104
0.75
LRFD-H1-1B-C
1.42
0.23 PASS
-0.55
104
1.50
LRFD-H1-1B-C
LRFD-H1-1B-T
93 ST UC1 52X152X2 PASS 12.46 T
1.42
-0.05
-0.36
0.066
LRFD-H1-1B-C
LRFD-H1-1B-T
91 ST UC1 52X152X2 PASS 23.13 C
2.08
LRFD-H1-1B-C
0.00 PASS
LRFD-H1-1B-T
0.056
104
1.40 0.004
104
0.75 0.149
104
1.50
Page 62
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
96 ST IPE200
PASS
0.00 T
LRFD-H1-1B-T
0.00
-0.09
0.002
104
0.75
************** END OF TABULATED RESULT OF DESIGN **************
NODE DISPLACEMENT DETAIL SUMMARY 1. Load 100 is Deal load + Live load Position 1 2. Load 101 is Deal load + Live load Position 2 3. Load 102 is Deal load + Live load Position 3 4. Load 103 is Deal load + Live load Position 4
JOINT DISPLACEMENT (CM RADIANS)
STRUCTURE TYPE = SPACE
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1
2
3
[Type text]
100
0.0000
0.0000
0.0000
0.0022
0.0003
0.0000
101
0.0000
0.0000
0.0000
0.0019
0.0003
0.0000
102
0.0000
0.0000
0.0000
0.0015
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0007
-0.0002
0.0001
100
0.0000
0.0000
0.0000
-0.0002
0.0003
0.0000
101
0.0000
0.0000
0.0000
0.0001
0.0003
0.0000
102
0.0000
0.0000
0.0000
0.0005
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0012
-0.0002
-0.0001
100
0.0000
0.0000
0.0000
0.0022
0.0003
-0.0001
Page 63
4
5
6
7
8
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
101
0.0000
0.0000
0.0000
0.0019
0.0003
-0.0001
102
0.0000
0.0000
0.0000
0.0015
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0007
-0.0002
0.0000
100
0.0000
0.0000
0.0000
-0.0001
0.0003
-0.0001
101
0.0000
0.0000
0.0000
0.0001
0.0003
-0.0001
102
0.0000
0.0000
0.0000
0.0005
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0012
-0.0002
0.0000
100
-0.0269
0.0032
0.5631
0.0006
0.0008
0.0001
101
-0.0132
0.0035
0.4917
0.0005
0.0006
0.0000
102
0.0057
0.0037
0.3925
0.0004
0.0003
0.0000
103
0.0468
0.0041
0.1849
0.0002
-0.0002
-0.0001
100
-0.0269
0.0089
0.0025
0.0002
0.0008
0.0001
101
-0.0132
0.0052
0.0584
0.0002
0.0006
0.0000
102
0.0057 -0.0002
0.1372
0.0003
0.0003
0.0000
103
0.0468 -0.0118
0.3011
0.0003
-0.0002
-0.0001
100
0.0869 -0.0065
0.5631
0.0006
0.0008
-0.0003
101
0.0737 -0.0063
0.4917
0.0005
0.0006
-0.0003
102
0.0548 -0.0064
0.3925
0.0004
0.0003
-0.0002
103
0.0137 -0.0069
0.1849
0.0002
-0.0002
-0.0001
100
0.0871 -0.0370
0.0025
0.0002
0.0008
-0.0003
101
0.0738 -0.0328
0.0584
0.0002
0.0006
-0.0003
Page 64
9
10
11
12
13
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
102
0.0549 -0.0274
0.1372
0.0003
0.0003
-0.0002
103
0.0138 -0.0158
0.3011
0.0003
-0.0002
-0.0001
100
0.2410 -0.0193
0.8015
0.0004
0.0021
-0.0012
101
0.2064 -0.0176
0.7025
0.0003
0.0016
-0.0010
102
0.1575 -0.0163
0.5666
0.0003
0.0009
-0.0008
103
0.0515 -0.0134
0.2827
0.0002
-0.0005
-0.0002
100
0.2425 -0.0636
0.1585
0.0005
0.0021
-0.0015
101
0.2077 -0.0562
0.2065
0.0004
0.0016
-0.0012
102
0.1585 -0.0468
0.2758
0.0003
0.0009
-0.0009
103
0.0518 -0.0265
0.4175
0.0001
-0.0005
-0.0003
100
-0.0663
0.0156
0.1584
0.0005
0.0021
0.0005
101
-0.0309
0.0091
0.2064
0.0004
0.0016
0.0003
102
0.0183
-0.0003
0.2757
0.0003
0.0009
0.0000
103
0.1251
-0.0207
0.4175
0.0001
-0.0005 -0.0007
100
-0.0656
0.0074
0.8015
0.0003
0.0020
0.0004
101
-0.0305
0.0067
0.7025
0.0003
0.0016
0.0002
102
0.0184
0.0053
0.5666
0.0002
0.0009
0.0000
103
0.1245
0.0025
0.2827
0.0002
-0.0005 -0.0006
100
0.4818 -0.0241
0.8653
0.0003
0.0044 -0.0010
101
0.4111 -0.0217
0.7587
0.0003
0.0033 -0.0009
102
0.3116 -0.0193
0.6130
0.0002
0.0019 -0.0007
103
0.0964 -0.0143
0.3087
0.0001
-0.0009 -0.0002
Page 65
14
15
16
17
18
20
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
100
0.4809 -0.0693
0.2368
0.0006
0.0038
0.0002
101
0.4106 -0.0611
0.2742
0.0005
0.0031
0.0001
102
0.3113 -0.0505
0.3296
0.0003
0.0019
0.0001
103
0.0963 -0.0277
0.4412
0.0001
-0.0009
0.0000
100
-0.1506
0.0179
0.2361
0.0006
0.0035 -0.0002
101
-0.0795
0.0107
0.2738
0.0005
0.0028 -0.0001
102
0.0199
0.0000
0.3295
0.0003
0.0018 -0.0001
103
0.2351 -0.0228
0.4411
0.0001
-0.0008
0.0000
100
-0.1509
0.0096
0.8641
0.0003
0.0050
0.0004
101
-0.0796
0.0082
0.7579
0.0003
0.0037
0.0002
102
0.0199
0.0059
0.6127
0.0002
0.0020
0.0000
103
0.2351
0.0009
0.3087
0.0001
-0.0010 -0.0004
100
0.5498 -0.0891
0.8015
0.0005
0.0021 -0.0012
101
0.4452 -0.0796
0.7024
0.0004
0.0016 -0.0010
102
0.2979 -0.0683
0.5666
0.0004
0.0009 -0.0008
103
-0.0216 -0.0449
0.2827
0.0002
-0.0005 -0.0002
100
0.5498 -0.1319
0.1587
0.0004
0.0020 -0.0015
101
0.4452 -0.1172
0.2066
0.0004
0.0016 -0.0012
102
0.2979 -0.0986
0.2759
0.0003
0.0009 -0.0009
103
-0.0216 -0.0580
0.4176
0.0002
-0.0005 -0.0003
100
0.1831 -0.0148
0.7318
0.0005
0.0016 -0.0002
101
0.1567 -0.0136
0.6407
0.0004
0.0012 -0.0002
Page 66
21
27
28
30
31
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
102
0.1193 -0.0129
0.5149
0.0004
0.0007 -0.0002
103
0.0380 -0.0114
0.2519
0.0002
-0.0004 -0.0001
100
-0.0507
0.0060
0.7319
0.0005
0.0016
0.0000
101
-0.0238
0.0057
0.6407
0.0004
0.0012
0.0000
102
0.0137
0.0049
0.5150
0.0004
0.0007
0.0000
103
0.0949
0.0035
0.2519
0.0002
-0.0004 -0.0001
100
0.1840 -0.0570
0.0903
0.0004
0.0016 -0.0001
101
0.1574 -0.0504
0.1455
0.0004
0.0012 -0.0001
102
0.1198 -0.0419
0.2239
0.0003
0.0007 -0.0001
103
0.0382 -0.0237
0.3856
0.0002
-0.0004 -0.0001
100
-0.0510
0.0140
0.0905
0.0004
0.0016
0.0000
101
-0.0240
0.0082
0.1456
0.0004
0.0012
0.0000
102
0.0136 -0.0003
0.2240
0.0003
0.0007
0.0000
103
0.0952 -0.0185
0.3857
0.0002
-0.0004 -0.0001
100
-0.1509
0.0340
0.4989
0.0006
0.0041
0.0000
101
-0.0796
0.0228
0.4872
0.0005
0.0032
0.0000
102
0.0199
0.0066
0.4651
0.0004
0.0019
0.0000
103
0.2352 -0.0279
0.3800
0.0001
-0.0009 -0.0001
100
0.4816 -0.0910
0.5289
0.0018
0.0045 -0.0003
101
0.4111 -0.0785
0.5079
0.0013
0.0034 -0.0002
102
0.3116 -0.0623
0.4718
0.0007
0.0020 -0.0002
103
0.0964 -0.0278
0.3752
-0.0001
-0.0009 -0.0001
Page 67
32
33
34
35
36
37
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
100
1.2113 -0.4915
0.4828
0.0029
0.0051
0.0039
101
0.9536 -0.3485
0.4739
0.0018
0.0037
0.0023
102
0.6059 -0.1721
0.4546
0.0007
0.0020
0.0004
103
-0.0446 -0.0223
0.3765
0.0000
-0.0009 -0.0003
100
0.9561
-0.3426
0.4831
0.0028
0.0050
0.0025
101
0.7684
-0.2580
0.4741
0.0018
0.0037
0.0014
102
0.5066
-0.1368
0.4547
0.0007
0.0020
0.0002
103
0.0015
-0.0242
0.3766
0.0000
-0.0009 -0.0002
100
0.0376
-0.0023
0.4432
0.0008
0.0003 -0.0003
101
0.0310
-0.0025
0.3864
0.0007
0.0003 -0.0002
102
0.0212
-0.0030
0.3074
0.0006
0.0001 -0.0002
103
0.0001 -0.0042
0.1420
0.0003
-0.0002 -0.0001
100
0.0377 -0.0232
-0.0184
0.0001
0.0003 -0.0003
101
0.0311 -0.0206
0.0296
0.0002
0.0003 -0.0002
102
0.0213 -0.0173
0.0969
0.0002
0.0001 -0.0002
103
0.0001 -0.0103
0.2374
0.0004
-0.0002 -0.0001
100
-0.0136
0.0054
-0.0184
0.0001
0.0003
0.0001
101
-0.0064
0.0032
0.0296
0.0002
0.0003
0.0000
102
0.0033 -0.0001
0.0969
0.0003
0.0001
0.0000
103
0.0245 -0.0071
0.2374
0.0005
-0.0002 -0.0001
100
-0.0136
0.4432
0.0008
0.0003
0.0015
0.0001
Page 68
38
39
40
41
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
101
-0.0064
0.0020
0.3864
0.0007
0.0003
0.0000
102
0.0033
0.0026
0.3074
0.0006
0.0001
0.0000
103
0.0245
0.0038
0.1420
0.0003
-0.0002 -0.0001
100
0.1279 -0.0097
0.6505
0.0005
0.0011 -0.0004
101
0.1089 -0.0092
0.5688
0.0004
0.0008 -0.0003
102
0.0818 -0.0091
0.4556
0.0004
0.0005 -0.0003
103
0.0229 -0.0091
0.2188
0.0002
-0.0003 -0.0001
100
0.1283 -0.0470
0.0388
0.0003
0.0011 -0.0004
101
0.1093 -0.0416
0.0963
0.0003
0.0008 -0.0003
102
0.0820 -0.0348
0.1775
0.0003
0.0005 -0.0003
103
0.0230 -0.0199
0.3458
0.0003
-0.0003 -0.0001
100
-0.0373
0.0113
0.0388
0.0003
0.0011
0.0001
101
-0.0177
0.0067
0.0963
0.0003
0.0008
0.0001
102
0.0096 -0.0002
0.1775
0.0003
0.0005
0.0000
103
0.0686 -0.0151
0.3458
0.0003
-0.0003 -0.0002
100
-0.0372
0.0042
0.6505
0.0005
0.0011
0.0001
101
-0.0176
0.0044
0.5688
0.0004
0.0008
0.0000
102
0.0096
0.0044
0.4556
0.0004
0.0005
0.0000
103
0.0685
0.0044
0.2188
0.0002
-0.0003 -0.0002
Page 69
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
7 DESIGN OF BASE PLATE & ANCHOR BOLT
[Type text]
Page 70
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 71
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN OF BASE PLATE 1. Load Combination 100 to 103 are for service loading. Earlier calculation of Base plate and Anchor Bolts are in accordance with Allowable stress method (ASD). 2. Load Combination 104 to 107 are in accordance with AISC – LRFD, for the structural design. However, the base plate calculation is made for 103.807 kN as per your comment. Design of base plate in accordace with the design procedure -AISC-ASD Node # 4 Load case :104 Maximum copressive load on the column(P) f'c - Compressive strength of concrete (Assumed 25 Grade)
= =
103.807 6
kN N/mm2
bf d
= =
154.4 161.8
mm mm
Fy
=
250
N/mm2
=
500 mm
X
Fp - Allowable bearing pressure on support fp - Allowable bearing pressure on support Size of columm(A)= bfxd
A1-Area of the base plate =(BXN) A2-Full C/S Area of the base supports(concrete)
I.
Find A1 a)
= = = b) A1 = = c) A1 = = Take maximum of above areas A1 =
[(1/A2)*(P/0.35*f'c)2] 0.000004 * 0.009774053 mm2 (P/0.7f'c) 24.71595238 mm2 bf x d 24981.92 mm2
Deflection
0.5(0.95d-0.8bf) 15.095 √A1 + ∆ 173.1516987 A/N 144.277649
A1
24981.92
500 mm
2443.513
mm2
II. ∆ N B
[Type text]
= = = = = =
mm mm mm
Page 72
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
REFERNCE:
[Type text]
Page 73
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN OF BOLT 1.0 The loads commented by you is compressive and not Tensile force. However, as per your comment, the base plate and Anchor bolts are designed for 103.807 kN.
Design of bolt in accordance with the design procedure – AISC - ASD Node # 2 Load Case 200 Maximum tension Number of bolts Tension per bolt
= = = = = = = =
Provided Net area of bolt Allowable tensile stress in bolt Capacity per bolt Capacity per bolt 36.79688 Hence
[Type text]
> >
103.807 4 25.95175 25.95175 25 367.9688 100 36.79688
kN nos kN mm dia mm2 N/mm2 kN
Tension per bolt 25.95
OK
Page 74
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
8 DISPLACEMENT CHECK
[Type text]
Page 75
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Check for Deflection: a. Check for Monorail Beam: Allowable Deflection Span
= Span / 360 = 1500 mm = 1500/360 = 4.16 mm
Actual Deflection
Node
L/C
X-Trans mm
Y-Trans mm
Z-Trans mm
Absolute mm
31
100
4.816
-0.91
5.289
7.211
31
101
4.111
-0.785
5.079
6.581
31
102
3.116
-0.623
4.718
5.689
31
103
0.964
-0.278
3.752
3.884
32
100
12.113
-4.915
4.828
13.936
32
101
9.536
-3.485
4.739
11.204
32
102
6.059
-1.721
4.546
7.768
32
103
-0.446
-0.223
3.765
3.798
Deflection @ Node # 31 Deflection@ Node # 32 Max Vertical Deflection [Type text]
= 0.91 mm = 4.915 mm = 4.915-0.91 Page 76
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Max Vertical Deflection
= 4.001 mm < 4.16 mm
b. Check for Lateral Sway of Steel work: Allowable Deflection
= H/300
Height
= 9700 mm = 9700/300 = 32.333 mm
Actual Deflection:
[Type text]
Page 77
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Node
L/C
X-Trans mm
Y-Trans mm
Z-Trans mm
Absolute mm
13
100
4.818
-0.241
8.653
9.907
13
101
4.111
-0.217
7.587
8.632
13
102
3.116
-0.193
6.13
6.879
13
103
0.964
-0.143
3.087
3.238
14
100
4.809
-0.693
2.368
5.405
[Type text]
Page 78
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
14
101
4.106
-0.611
2.742
4.975
14
102
3.113
-0.505
3.296
4.562
14
103
0.963
-0.277
4.412
4.525
16
100
-1.509
0.096
8.641
8.772
16
101
-0.796
0.082
7.579
7.621
16
102
0.199
0.059
6.127
6.13
16
103
2.351
0.009
3.087
3.881
15
101
-0.795
0.107
2.738
2.853
15
100
-1.506
0.179
2.361
2.806
15
102
0.199
0
3.295
3.301
15
103
2.351
-0.228
4.411
5.004
The Max Deflection
[Type text]
= 8.653 mm < 32.33 mm
Page 79
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
9. WELD CONNECTION CALCULATION
[Type text]
Page 80
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 81
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 82
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 83
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 84
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 85
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 86
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 87
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 88
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
10.
[Type text]
STAAD OUTPUT
Page 89
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 90
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 91
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 92
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 93
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 94
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 95
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 96
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 97
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 98
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
STRUCTURAL DESIGN CALCULATIONS FOR MANUAL CRANE CALCULATION
[Type text]
Page 1
20/12/2010 DATE
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
MOHD.YOUSEF PREPARED
R.SALEM CHECKED
APPROVAL ISSUED FOR
00 REVISION
Page 2
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Table of Contents
page
1.0
SCOPE ..................................................................................................4
2.0
DESIGN DATA.........................................................................................4 2.1 Codes and Standards:.....................................................................................................5 2.2 DESIGN PHILOSOPHY :................................................................................................5 2.3 Materials............................................................................................................................5
3.0
LOADS.................................................................................................5 3.1 Impact Factor...................................................................................................................6 Impact Factor 1.25 is applied. (As per AISC – ASD section – 5.4.2 factor is only ...6 1.2). However, it was revisited the design with factor 1.25 as per your request.......6 3.2 Crane runway Horizontal forces......................................................................................6 a. Transverse Force - 20 %. (As per AISC – section A-4.2)..................................6 b. Longitudinal Force – 10 %. (As per AISC – section A-4.2)..........................................................6 3.3 Load Combinations ........................................................................................................6
4 APPENDIX - 1: STAAD INPUT .............................................................................7 5 APPENDIX - 2: STAAD SKETCHES......................................................................16 3D VIEW – STEEL WORK...........................................................................................................17 WHOLE STRUCTURE - STEEL WORK ......................................................................................18 STEEL WORK GENERAL ARRANGEMENT...............................................................................19 DESIGN RATIO AS PER AISC – LRFD.......................................................................................35 WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT..........................................................43 CRANE BEAM NUMBER / SECTION..........................................................................................44 CRANE LOAD AT POSITION 1 (LOAD CASE - 3).......................................................................45 CRANE LOAD AT POSITION 2 (LOAD CASE - 4).......................................................................46 CRANE LOAD AT POSITION 3 (LOAD CASE - 5).......................................................................47 CRANE LOAD AT POSITION 4 (LOAD CASE - 6).......................................................................48 BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ).......................................................50 BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY).......................................................51
[Type text]
Page 3
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)...............................................................52 SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)...............................................................53 DESIGN RATIO AS PER AISC – LRFD.......................................................................................54 6 APPENDIX - 3: STAAD OUTPUT.........................................................................55 7 DESIGN OF BASE PLATE & ANCHOR BOLT.........................................................71 8 DISPLACEMENT CHECK....................................................................................76 9. WELD CONNECTION CALCULATION..................................................................81 10. STAAD OUTPUT............................................................................................90
10.
STAAD OUTPUT...........................................................................................83
1.0
SCOPE This document covers the Structural Design calculations for the proposed mono rail support beam proposed, at various locations.
2.0
DESIGN DATA 2.1
Codes and Standards:
AISC – LRFD (LOAD RESISTANCE FACTOR DESIGN.)
[Type text]
Page 4
2.2
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN PHILOSOPHY :
Modeling and analysis for main and secondary steel work is based on linear elastic theory. Modeling:
Space (3-D) model have been prepared using STAAD-Pro.
Analysis:
Elastic Global Static Analysis.
The aim of structural design is to be provide, with due regard to economy, a support steel work capable of fulfilling its intended function and sustaining the specified loads for its intended life. The design of member shall be based on LRFD / Ultimate strength design and load factors shall be considered.
2.3
Materials Materials for Structural steel shall be as per project specification.
3.0
LOADS
Dead Load- Weight of materials forming the permanent part of the structure Live load- Mono rail capacity –Safe Working Load (1.5Tons) Wind load is not considered (Jibb crane is located inside the Building). Seismic load is not considered (Seismic is not applicable)
3.1
Impact Factor Impact Factor 1.25 is applied. (As per AISC – ASD section – 5.4.2 factor is only 1.2). However, it was revisited the design with factor 1.25 as per your request. 3.2
Crane runway Horizontal forces a. Transverse Force - 20 %. (As per AISC – section A-4.2) b. Longitudinal Force – 10 %. (As per AISC – section A-4.2)
3.3
Load Combinations
SERVICE LIMIT STATE AISC - LRFD 1.0 DL + 1.0 LL 1.4 DL + 1.6 LL Where DL is the dead load, LL is the live load.
[Type text]
Page 5
3.3.1
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Deflection
All members of structural steel framing system should satisfy the following deflection criteria at service loads. For beams
: L/360 (For Simply supported) : L/180 (For Cantilever)
Where
L -span of beam
However, Conservatively we checked Cantilever monorail for = Span / 360 The mono rail beam is analysed in STAAD PRO as an overhung beam. The Live load is considered as a moving load.
[Type text]
Page 6
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
4 APPENDIX - 1: STAAD INPUT
4. STAAD INPUT STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-July-08 END JOB INFORMATION ***JIBB CRANE SUPPORT BEAM******
[Type text]
Page 7
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
***ENGINEER BY P.KAVITHA ***CHECKED BY B.SIVASANKER ***APPROVED BY NGR INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 20 0; 2 1.5 20 0; 3 0 20 1.5; 4 1.5 20 1.5; 5 0 24 0; 6 1.5 24 0; 7 0 24 1.5; 8 1.5 24 1.5; 9 0 28.2 1.5; 10 1.5 28.2 1.5; 11 1.5 28.2 0; 12 0 28.2 0; 13 0 29.7 1.5; 14 1.5 29.7 1.5; 15 1.5 29.7 0; 16 0 29.7 0; 17 0 28.2 3; 18 1.5 28.2 3; 20 0 26.8 1.5; 21 0 26.8 0; 27 1.5 26.8 1.5; 28 1.5 26.8 0; 30 0.75 29.7 0; 31 0.75 29.7 1.5; 32 0.75 29.445 3; 33 0.75 29.445 2.5; 34 0 22.5 1.5; 35 1.5 22.5 1.5; 36 1.5 22.5 0; 37 0 22.5 0; 38 0 25.4 1.5; 39 1.5 25.4 1.5; 40 1.5 25.4 0; 41 0 25.4 0; MEMBER INCIDENCES 1 1 37; 2 3 34; 3 2 36; 4 4 35; 5 7 8; 6 8 6; 7 6 5; 8 5 7; 9 9 10; 10 10 11; 11 11 12; 12 12 9; 13 5 41; 14 7 38; 15 6 40; 16 8 39; 17 13 31; 18 14 15; 19 15 30; 20 16 13; 21 16 12; 22 13 9; 23 15 11; 24 14 10; 26 9 17; 27 10 18; 29 20 9; 30 21 12; 34 17 20; 43 27 10; 44 28 11; 48 18 27; 57 30 16; 58 31 14; 59 30 31; 60 31 33; 73 33 32; 74 14 32; 75 13 32; 76 21 20; 77 20 27; 78 27 28; 79 28 21; 80 34 7; 81 35 8; 82 34 35; 83 36 6; 84 35 36; 85 37 5; 86 36 37; 87 37 34; 88 38 20; 89 39 27; 90 38 39; 91 40 28; 92 39 40; 93 41 21; 94 40 41; 95 41 38; 96 17 18; 97 4 34; 98 34 8; 99 8 38; 100 38 27; 101 27 9; 102 2 37;
[Type text]
Page 8
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
103 37 6; 104 6 41; 105 41 28; 106 28 12; DEFINE MATERIAL START ISOTROPIC MATERIAL1 E 2.05e+008 POISSON 0.3 DENSITY 77 DAMP 8.44924e-038 ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 END DEFINE MATERIAL CONSTANTS BETA 135 MEMB 74 BETA 225 MEMB 75 BETA 90 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 MATERIAL MATERIAL1 MEMB 1 TO 4 10 12 TO 24 26 27 29 30 43 44 57 TO 59 74 75 80 81 83 85 88 89 91 93 96 MATERIAL MATERIAL1 MEMB 9 11 MATERIAL STEEL MEMB 5 TO 8 34 48 59 60 73 76 TO 79 82 84 86 87 90 92 94 95 -
[Type text]
Page 9
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
97 TO 106 MEMBER PROPERTY EUROPEAN 17 19 57 58 TABLE ST IPE240 74 75 TABLE ST L90X90X8 9 TO 12 18 20 26 27 96 TABLE ST IPE200 MEMBER PROPERTY BRITISH 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 TABLE ST UC152X152X23 MEMBER PROPERTY EUROPEAN 34 48 97 TO 106 TABLE ST L70X70X6 5 TO 8 76 TO 79 82 84 86 87 90 92 94 95 TABLE ST IPE140 MEMBER PROPERTY BRITISH 59 60 73 TABLE ST UC203X203X71 SUPPORTS 1 TO 4 PINNED MEMBER TRUSS 34 48 74 75 97 TO 106 MEMBER OFFSET 59 60 START 0 -0.255 0 59 END 0 -0.255 0 74 75 END 0 0.255 0 MEMBER RELEASE
[Type text]
Page 10
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
5 7 9 11 77 79 82 86 90 94 96 END MY MZ 5 7 9 11 77 79 82 86 90 94 96 START MY MZ LOAD 1 SELFWEIGHT SELFWEIGHT Y -1 LOAD 2 DEAD LOAD JOINT LOAD 11 12 FY -0.5 9 10 FY -1.5 LOAD 3 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ********** ***POSITION 1 JOINT LOAD 32 FY -18.75 32 FX 3.75 32 FZ 1.875 LOAD 4 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3
[Type text]
Page 11
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
***POSITION 2 JOINT LOAD 33 FY -18.75 33 FX 3.75 33 FZ 1.875 LOAD 5 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ***POSITION 3 MEMBER LOAD 60 CON GY -18.75 0.3 60 CON GX 3.75 0.3 60 CON GZ 1.875 0.3 LOAD 6 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ***POSITION 4 MEMBER LOAD 59 CON GY -18.75 0.3 59 CON GX 3.75 0.3
[Type text]
Page 12
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
59 CON GZ 1.875 0.3 ***FOR BASE PLATE AND ANCHOR BOLT DESIGN AND DISPLACEMENT LOAD COMBINATION 100 1 1.1 2 1.0 3 1.0 LOAD COMBINATION 101 1 1.0 2 1.0 4 1.0 LOAD COMBINATION 102 1 1.0 2 1.0 5 1.0 LOAD COMBINATION 103 1 1.0 2 1.0 6 1.0 *********AISC - LRFD FOR MEMBER DESIGN LOAD COMBINATION 104 1 1.4 2 1.6 3 1.6 LOAD COMBINATION 105 1 1.4 2 1.6 4 1.6 LOAD COMBINATION 106 1 1.4 2 1.6 5 1.6 LOAD COMBINATION 107 1 1.4 2 1.6 6 1.6 PERFORM ANALYSIS PRINT STATICS CHECK LOAD LIST 1 TO 6 PRINT SUPPORT REACTION
[Type text]
Page 13
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
LOAD LIST 100 TO 103 PRINT JOINT DISPLACEMENTS LOAD LIST 104 TO 107 PRINT MEMBER FORCES PARAMETER CODE LRFD RATIO 1 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 DFF 360 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 FYLD 250000 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 *** COLUMNS LZ 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 LY 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 UNT 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 UNB 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 *** BEAMS LZ 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 LY 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 UNT 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 UNB 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 *** CHECK CODE MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 96 FINISH
[Type text]
Page 14
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 15
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
5 APPENDIX - 2: STAAD SKETCHES
3D VIEW – STEEL WORK
[Type text]
Page 16
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
WHOLE STRUCTURE - STEEL WORK
[Type text]
Page 17
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
STEEL WORK GENERAL ARRANGEMENT
[Type text]
Page 18
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 19
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 20
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 21
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 22
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 23
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 24
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 25
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 26
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 27
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 28
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 29
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 30
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 31
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 32
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 33
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN RATIO AS PER AISC – LRFD
[Type text]
Page 34
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 35
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 36
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 37
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 38
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 39
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 40
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 41
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT
[Type text]
Page 42
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE BEAM NUMBER / SECTION
[Type text]
Page 43
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 1 (LOAD CASE - 3)
[Type text]
Page 44
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 2 (LOAD CASE - 4)
[Type text]
Page 45
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 3 (LOAD CASE - 5)
[Type text]
Page 46
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
CRANE LOAD AT POSITION 4 (LOAD CASE - 6)
[Type text]
Page 47
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 48
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ)
[Type text]
Page 49
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY)
[Type text]
Page 50
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)
[Type text]
Page 51
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)
[Type text]
Page 52
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN RATIO AS PER AISC – LRFD
[Type text]
Page 53
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
6 APPENDIX - 3: STAAD OUTPUT
[Type text]
Page 54
6.1
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
SUPPORT REACTION
Node 1
2
3
A L/C 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101
[Type text]
Horizontal Fx kN 0.004 0.001 -0.015 -0.011 -0.004 0.01 -0.011 -0.007 0 0.014 -0.019 -0.011 -0.001 0.021 -0.002 0 2.434 1.48 0.143 -2.739 2.432 1.478 0.142 -2.741 3.891 2.365 0.227 -4.385 0.007 0.002 0.042 0.037 0.031 0.017 0.052 0.047
Vertical Fy kN 3.546 0.509 -7.733 -8.634 -9.904 -12.811 -3.324 -4.579 -5.85 -8.757 -6.595 -8.036 -10.069 -14.72 3.5 0.491 -20.823 -13.672 -3.652 18.005 -16.481 -9.681 0.339 21.996 -27.63 -16.19 -0.157 34.494 6.309 1.491 -2.504 -1.604 -0.333 2.574 5.927 6.197
Horizontal Fz kN 0.003 0 -1.135 -0.984 -0.774 -0.333 -1.131 -0.981 -0.771 -0.33 -1.81 -1.57 -1.234 -0.528 0.002 0 0.197 0.047 -0.163 -0.604 0.199 0.048 -0.162 -0.603 0.317 0.076 -0.26 -0.965 -0.002 0 -1.135 -0.984 -0.774 -0.333 -1.136 -0.985
Page 55
4
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107
[Type text]
0.04 0.026 0.081 0.073 0.063 0.041 -0.009 -0.003 -6.21 -5.256 -3.92 -1.038 -6.223 -5.268 -3.932 -1.05 -9.953 -8.427 -6.289 -1.677
7.467 10.374 7.212 8.653 10.685 15.337 6.355 1.509 57.81 50.66 40.639 18.983 66.309 58.523 48.503 26.846 103.807 92.366 76.334 41.683
-0.775 -0.335 -1.817 -1.576 -1.24 -0.535 -0.003 0 0.197 0.047 -0.163 -0.604 0.193 0.043 -0.167 -0.608 0.31 0.07 -0.266 -0.972
Page 56
6.2
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
STAAD.PRO CODE CHECKING - (LRFD 3RD EDITION)
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER
TABLE FX
RESULT/ CRITICAL COND/ MY
MZ
RATIO/
LOADING/
LOCATION
======================================================================= 1 ST UC1 52X152X2 PASS 7.38 T
-0.05
2 ST UC1 52X152X2 PASS 6.43 C
0.20
3 ST UC1 52X152X2 PASS 26.24 C
0.05
4 ST UC1 52X152X2 PASS 86.17 C 5 ST IPE140 0.62 T 6 ST IPE140
[Type text]
0.20 PASS
4.53
4.54
-0.05
LRFD-H1-1B-C
0.134
104
0.092
107
0.119
104
2.50
LRFD-H1-1B-C -0.78
104
2.50
LRFD-H1-1B-C 2.41
0.124
2.50
LRFD-H1-1B-C
LRFD-H1-1B-T
0.00 PASS
LRFD-H1-1B-T
2.50 0.004
104
0.75 0.097
107
Page 57
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
0.01 C 7 ST IPE140 0.19 C 8 ST IPE140 0.01 C 9 ST IPE200 9.42 T 10 ST IPE200 0.04 T 11 ST IPE200 3.81 C 12 ST IPE200 0.05 C
0.00 PASS
1.73
LRFD-H1-1B-C
0.00 PASS
-0.05
LRFD-H1-1B-C
0.00 PASS
3.22
LRFD-H1-1B-T
0.00 PASS
-0.09 LRFD-H1-1B-T
0.00 PASS
2.09
-0.09
-0.01
3.65
-0.10
14 ST UC1 52X152X2 PASS 19.72 C
0.34
15 ST UC1 52X152X2 PASS 21.97 C
0.14
16 ST UC1 52X152X2 PASS 66.81 C 17 ST IPE240
[Type text]
0.40 PASS
0.180
0.009
0.044
0.006
LRFD-H1-1B-C
104
0.75 0.078
104
1.50 0.049
104
0.077
104
0.051
107
0.104
104
1.40
1.40
1.40
LRFD-H1-1B-C -0.49
107
0.00
LRFD-H1-1B-C 0.79
104
0.75
LRFD-H1-1B-C 1.46
104
1.50
LRFD-H1-1B-T 1.44
104
0.75
LRFD-H1-1B-C
13 ST UC1 52X152X2 PASS 8.16 T
0.003
LRFD-H1-1B-C
0.00 PASS
0.00
1.40 0.312
104
Page 58
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
3.15 C 18 ST IPE200 4.44 T 19 ST IPE240 3.96 T
20 ST IPE200 7.85 T
0.38 PASS
-23.23 LRFD-H1-1B-T
1.12 PASS
0.44 LRFD-H1-1B-T
-2.54
PASS
9.67
LRFD-H1-1B-T
1.05
-1.48
21 ST UC1 52X152X2 PASS 14.68 T
-0.94
22 ST UC1 52X152X2 PASS 29.87 C
2.73
23 ST UC1 52X152X2 PASS 13.38 C
2.67
24 ST UC1 52X152X2 PASS 35.85 C 26 ST IPE200 0.27 C 27 ST IPE200 0.01 T
6.23 PASS
PASS
[Type text]
1.49
2.44
0.280
0.147
0.81
0.103
104
0.224
104
0.188
107
0.398
104
0.00
0.00
0.00
0.00 0.026
104
0.00 0.017
107
0.00
LRFD-H1-1B-C 1.36
104
0.00
LRFD-H1-1B-C -0.33
104
0.75
LRFD-H1-1B-C 0.88
104
1.50
LRFD-H1-1B-C
LRFD-H1-1B-T
29 ST UC1 52X152X2 PASS 29.56 C
1.48
1.20
0.00
0.129
LRFD-H1-1B-T
LRFD-H1-1B-C
-0.01
0.75
0.204
104
1.40
Page 59
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
30 ST UC1 52X152X2 PASS 10.30 T 34 ST L70X70X6 0.36 C
-0.91 PASS 0.00
0.00
3.35
44 ST UC1 52X152X2 PASS 14.15 C 48 ST L70X70X6 1.35 C 57 ST IPE240 0.11 C 58 ST IPE240 12.11 C
1.46 PASS
0.00 LRFD-H1-1B-C
-3.40 PASS
10.73 LRFD-H1-1B-C
2.47
59 ST UC2 03X203X7 PASS 10.82 C
-5.25
60 ST UC2 03X203X7 PASS 16.68 C
-7.33
-20.65
73 ST UC2 03X203X7 PASS
SHEAR-Y
16.68 C
10.23
74 ST L90X90X8
[Type text]
-2.44 PASS
TENSION
0.235
104
0.124
107
0.023
104
2.05 0.345
104
0.00 0.417
104
0.00 0.305
104
0.323
104
1.50
LRFD-H1-1B-C 41.45
107
1.40
LRFD-H1-1B-C 42.89
0.006
1.40
LRFD-H1-1B-C 1.07
104
2.05
LRFD-H1-1B-C 0.01
0.105
1.40
COMPRESSION
0.00 PASS
1.77
COMPRESSION
43 ST UC1 52X152X2 PASS 43.32 C
LRFD-H1-1B-T
0.00 0.106
104
0.00 0.031
104
Page 60
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
9.76 T 75 ST L90X90X8 12.25 T
76 ST IPE140 0.10 C 77 ST IPE140 2.91 T 78 ST IPE140 0.15 C 79 ST IPE140 1.06 C
0.00
0.00
PASS
TENSION
0.00
PASS
LRFD-H1-1B-C
0.00 PASS
2.17 LRFD-H1-1B-T
0.00 PASS
-0.05 LRFD-H1-1B-C
0.00 PASS
1.21 LRFD-H1-1B-C
0.00
-0.05
80 ST UC1 52X152X2 PASS 24.68 C
-0.18
81 ST UC1 52X152X2 PASS 86.30 C 82 ST IPE140 0.35 T
-0.19 PASS 0.00
84 ST IPE140 0.02 T
[Type text]
PASS 0.00
2.12
-0.59
0.122
LRFD-H1-1B-T 2.75
104
1.50 0.007
104
0.75 0.068
107
0.00 0.005
104
0.75 0.089
104
0.114
104
1.50
1.50 0.003
104
0.75
LRFD-H1-1B-C 1.13
104
1.68
LRFD-H1-1B-C
-0.05
-0.04
0.039
LRFD-H1-1B-C
LRFD-H1-1B-T
83 ST UC1 52X152X2 PASS 29.13 C
0.00
1.68
0.061
107
1.50 0.154
107
0.00
Page 61
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
85 ST UC1 52X152X2 PASS 11.71 T 86 ST IPE140 0.10 C 87 ST IPE140 0.02 T
0.06 PASS
-0.05 LRFD-H1-1B-T
0.00
5.18
88 ST UC1 52X152X2 PASS 32.97 C
-0.65
89 ST UC1 52X152X2 PASS 66.65 C 90 ST IPE140 1.34 T
-0.88 PASS 0.00
92 ST IPE140 0.03 T
PASS
94 ST IPE140
0.00
0.48 C 95 ST IPE140 0.04 T
[Type text]
0.00 PASS 0.00
0.003
0.73
0.291
LRFD-H1-1B-C -0.05 LRFD-H1-1B-T 2.66
104
1.50 0.107
104
0.132
104
1.40
1.40 0.005
104
0.75 0.062
107
1.40 0.080
107
0.00
LRFD-H1-1B-T 1.30
104
0.75
LRFD-H1-1B-C
1.42
0.23 PASS
-0.55
104
1.50
LRFD-H1-1B-C
LRFD-H1-1B-T
93 ST UC1 52X152X2 PASS 12.46 T
1.42
-0.05
-0.36
0.066
LRFD-H1-1B-C
LRFD-H1-1B-T
91 ST UC1 52X152X2 PASS 23.13 C
2.08
LRFD-H1-1B-C
0.00 PASS
LRFD-H1-1B-T
0.056
104
1.40 0.004
104
0.75 0.149
104
1.50
Page 62
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
96 ST IPE200
PASS
0.00 T
LRFD-H1-1B-T
0.00
-0.09
0.002
104
0.75
************** END OF TABULATED RESULT OF DESIGN **************
NODE DISPLACEMENT DETAIL SUMMARY 1. Load 100 is Deal load + Live load Position 1 2. Load 101 is Deal load + Live load Position 2 3. Load 102 is Deal load + Live load Position 3 4. Load 103 is Deal load + Live load Position 4
JOINT DISPLACEMENT (CM RADIANS)
STRUCTURE TYPE = SPACE
JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1
2
3
[Type text]
100
0.0000
0.0000
0.0000
0.0022
0.0003
0.0000
101
0.0000
0.0000
0.0000
0.0019
0.0003
0.0000
102
0.0000
0.0000
0.0000
0.0015
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0007
-0.0002
0.0001
100
0.0000
0.0000
0.0000
-0.0002
0.0003
0.0000
101
0.0000
0.0000
0.0000
0.0001
0.0003
0.0000
102
0.0000
0.0000
0.0000
0.0005
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0012
-0.0002
-0.0001
100
0.0000
0.0000
0.0000
0.0022
0.0003
-0.0001
Page 63
4
5
6
7
8
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
101
0.0000
0.0000
0.0000
0.0019
0.0003
-0.0001
102
0.0000
0.0000
0.0000
0.0015
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0007
-0.0002
0.0000
100
0.0000
0.0000
0.0000
-0.0001
0.0003
-0.0001
101
0.0000
0.0000
0.0000
0.0001
0.0003
-0.0001
102
0.0000
0.0000
0.0000
0.0005
0.0001
0.0000
103
0.0000
0.0000
0.0000
0.0012
-0.0002
0.0000
100
-0.0269
0.0032
0.5631
0.0006
0.0008
0.0001
101
-0.0132
0.0035
0.4917
0.0005
0.0006
0.0000
102
0.0057
0.0037
0.3925
0.0004
0.0003
0.0000
103
0.0468
0.0041
0.1849
0.0002
-0.0002
-0.0001
100
-0.0269
0.0089
0.0025
0.0002
0.0008
0.0001
101
-0.0132
0.0052
0.0584
0.0002
0.0006
0.0000
102
0.0057 -0.0002
0.1372
0.0003
0.0003
0.0000
103
0.0468 -0.0118
0.3011
0.0003
-0.0002
-0.0001
100
0.0869 -0.0065
0.5631
0.0006
0.0008
-0.0003
101
0.0737 -0.0063
0.4917
0.0005
0.0006
-0.0003
102
0.0548 -0.0064
0.3925
0.0004
0.0003
-0.0002
103
0.0137 -0.0069
0.1849
0.0002
-0.0002
-0.0001
100
0.0871 -0.0370
0.0025
0.0002
0.0008
-0.0003
101
0.0738 -0.0328
0.0584
0.0002
0.0006
-0.0003
Page 64
9
10
11
12
13
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
102
0.0549 -0.0274
0.1372
0.0003
0.0003
-0.0002
103
0.0138 -0.0158
0.3011
0.0003
-0.0002
-0.0001
100
0.2410 -0.0193
0.8015
0.0004
0.0021
-0.0012
101
0.2064 -0.0176
0.7025
0.0003
0.0016
-0.0010
102
0.1575 -0.0163
0.5666
0.0003
0.0009
-0.0008
103
0.0515 -0.0134
0.2827
0.0002
-0.0005
-0.0002
100
0.2425 -0.0636
0.1585
0.0005
0.0021
-0.0015
101
0.2077 -0.0562
0.2065
0.0004
0.0016
-0.0012
102
0.1585 -0.0468
0.2758
0.0003
0.0009
-0.0009
103
0.0518 -0.0265
0.4175
0.0001
-0.0005
-0.0003
100
-0.0663
0.0156
0.1584
0.0005
0.0021
0.0005
101
-0.0309
0.0091
0.2064
0.0004
0.0016
0.0003
102
0.0183
-0.0003
0.2757
0.0003
0.0009
0.0000
103
0.1251
-0.0207
0.4175
0.0001
-0.0005 -0.0007
100
-0.0656
0.0074
0.8015
0.0003
0.0020
0.0004
101
-0.0305
0.0067
0.7025
0.0003
0.0016
0.0002
102
0.0184
0.0053
0.5666
0.0002
0.0009
0.0000
103
0.1245
0.0025
0.2827
0.0002
-0.0005 -0.0006
100
0.4818 -0.0241
0.8653
0.0003
0.0044 -0.0010
101
0.4111 -0.0217
0.7587
0.0003
0.0033 -0.0009
102
0.3116 -0.0193
0.6130
0.0002
0.0019 -0.0007
103
0.0964 -0.0143
0.3087
0.0001
-0.0009 -0.0002
Page 65
14
15
16
17
18
20
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
100
0.4809 -0.0693
0.2368
0.0006
0.0038
0.0002
101
0.4106 -0.0611
0.2742
0.0005
0.0031
0.0001
102
0.3113 -0.0505
0.3296
0.0003
0.0019
0.0001
103
0.0963 -0.0277
0.4412
0.0001
-0.0009
0.0000
100
-0.1506
0.0179
0.2361
0.0006
0.0035 -0.0002
101
-0.0795
0.0107
0.2738
0.0005
0.0028 -0.0001
102
0.0199
0.0000
0.3295
0.0003
0.0018 -0.0001
103
0.2351 -0.0228
0.4411
0.0001
-0.0008
0.0000
100
-0.1509
0.0096
0.8641
0.0003
0.0050
0.0004
101
-0.0796
0.0082
0.7579
0.0003
0.0037
0.0002
102
0.0199
0.0059
0.6127
0.0002
0.0020
0.0000
103
0.2351
0.0009
0.3087
0.0001
-0.0010 -0.0004
100
0.5498 -0.0891
0.8015
0.0005
0.0021 -0.0012
101
0.4452 -0.0796
0.7024
0.0004
0.0016 -0.0010
102
0.2979 -0.0683
0.5666
0.0004
0.0009 -0.0008
103
-0.0216 -0.0449
0.2827
0.0002
-0.0005 -0.0002
100
0.5498 -0.1319
0.1587
0.0004
0.0020 -0.0015
101
0.4452 -0.1172
0.2066
0.0004
0.0016 -0.0012
102
0.2979 -0.0986
0.2759
0.0003
0.0009 -0.0009
103
-0.0216 -0.0580
0.4176
0.0002
-0.0005 -0.0003
100
0.1831 -0.0148
0.7318
0.0005
0.0016 -0.0002
101
0.1567 -0.0136
0.6407
0.0004
0.0012 -0.0002
Page 66
21
27
28
30
31
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
102
0.1193 -0.0129
0.5149
0.0004
0.0007 -0.0002
103
0.0380 -0.0114
0.2519
0.0002
-0.0004 -0.0001
100
-0.0507
0.0060
0.7319
0.0005
0.0016
0.0000
101
-0.0238
0.0057
0.6407
0.0004
0.0012
0.0000
102
0.0137
0.0049
0.5150
0.0004
0.0007
0.0000
103
0.0949
0.0035
0.2519
0.0002
-0.0004 -0.0001
100
0.1840 -0.0570
0.0903
0.0004
0.0016 -0.0001
101
0.1574 -0.0504
0.1455
0.0004
0.0012 -0.0001
102
0.1198 -0.0419
0.2239
0.0003
0.0007 -0.0001
103
0.0382 -0.0237
0.3856
0.0002
-0.0004 -0.0001
100
-0.0510
0.0140
0.0905
0.0004
0.0016
0.0000
101
-0.0240
0.0082
0.1456
0.0004
0.0012
0.0000
102
0.0136 -0.0003
0.2240
0.0003
0.0007
0.0000
103
0.0952 -0.0185
0.3857
0.0002
-0.0004 -0.0001
100
-0.1509
0.0340
0.4989
0.0006
0.0041
0.0000
101
-0.0796
0.0228
0.4872
0.0005
0.0032
0.0000
102
0.0199
0.0066
0.4651
0.0004
0.0019
0.0000
103
0.2352 -0.0279
0.3800
0.0001
-0.0009 -0.0001
100
0.4816 -0.0910
0.5289
0.0018
0.0045 -0.0003
101
0.4111 -0.0785
0.5079
0.0013
0.0034 -0.0002
102
0.3116 -0.0623
0.4718
0.0007
0.0020 -0.0002
103
0.0964 -0.0278
0.3752
-0.0001
-0.0009 -0.0001
Page 67
32
33
34
35
36
37
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
100
1.2113 -0.4915
0.4828
0.0029
0.0051
0.0039
101
0.9536 -0.3485
0.4739
0.0018
0.0037
0.0023
102
0.6059 -0.1721
0.4546
0.0007
0.0020
0.0004
103
-0.0446 -0.0223
0.3765
0.0000
-0.0009 -0.0003
100
0.9561
-0.3426
0.4831
0.0028
0.0050
0.0025
101
0.7684
-0.2580
0.4741
0.0018
0.0037
0.0014
102
0.5066
-0.1368
0.4547
0.0007
0.0020
0.0002
103
0.0015
-0.0242
0.3766
0.0000
-0.0009 -0.0002
100
0.0376
-0.0023
0.4432
0.0008
0.0003 -0.0003
101
0.0310
-0.0025
0.3864
0.0007
0.0003 -0.0002
102
0.0212
-0.0030
0.3074
0.0006
0.0001 -0.0002
103
0.0001 -0.0042
0.1420
0.0003
-0.0002 -0.0001
100
0.0377 -0.0232
-0.0184
0.0001
0.0003 -0.0003
101
0.0311 -0.0206
0.0296
0.0002
0.0003 -0.0002
102
0.0213 -0.0173
0.0969
0.0002
0.0001 -0.0002
103
0.0001 -0.0103
0.2374
0.0004
-0.0002 -0.0001
100
-0.0136
0.0054
-0.0184
0.0001
0.0003
0.0001
101
-0.0064
0.0032
0.0296
0.0002
0.0003
0.0000
102
0.0033 -0.0001
0.0969
0.0003
0.0001
0.0000
103
0.0245 -0.0071
0.2374
0.0005
-0.0002 -0.0001
100
-0.0136
0.4432
0.0008
0.0003
0.0015
0.0001
Page 68
38
39
40
41
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
101
-0.0064
0.0020
0.3864
0.0007
0.0003
0.0000
102
0.0033
0.0026
0.3074
0.0006
0.0001
0.0000
103
0.0245
0.0038
0.1420
0.0003
-0.0002 -0.0001
100
0.1279 -0.0097
0.6505
0.0005
0.0011 -0.0004
101
0.1089 -0.0092
0.5688
0.0004
0.0008 -0.0003
102
0.0818 -0.0091
0.4556
0.0004
0.0005 -0.0003
103
0.0229 -0.0091
0.2188
0.0002
-0.0003 -0.0001
100
0.1283 -0.0470
0.0388
0.0003
0.0011 -0.0004
101
0.1093 -0.0416
0.0963
0.0003
0.0008 -0.0003
102
0.0820 -0.0348
0.1775
0.0003
0.0005 -0.0003
103
0.0230 -0.0199
0.3458
0.0003
-0.0003 -0.0001
100
-0.0373
0.0113
0.0388
0.0003
0.0011
0.0001
101
-0.0177
0.0067
0.0963
0.0003
0.0008
0.0001
102
0.0096 -0.0002
0.1775
0.0003
0.0005
0.0000
103
0.0686 -0.0151
0.3458
0.0003
-0.0003 -0.0002
100
-0.0372
0.0042
0.6505
0.0005
0.0011
0.0001
101
-0.0176
0.0044
0.5688
0.0004
0.0008
0.0000
102
0.0096
0.0044
0.4556
0.0004
0.0005
0.0000
103
0.0685
0.0044
0.2188
0.0002
-0.0003 -0.0002
Page 69
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
7 DESIGN OF BASE PLATE & ANCHOR BOLT
[Type text]
Page 70
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 71
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN OF BASE PLATE 1. Load Combination 100 to 103 are for service loading. Earlier calculation of Base plate and Anchor Bolts are in accordance with Allowable stress method (ASD). 2. Load Combination 104 to 107 are in accordance with AISC – LRFD, for the structural design. However, the base plate calculation is made for 103.807 kN as per your comment. Design of base plate in accordace with the design procedure -AISC-ASD Node # 4 Load case :104 Maximum copressive load on the column(P) f'c - Compressive strength of concrete (Assumed 25 Grade)
= =
103.807 6
kN N/mm2
bf d
= =
154.4 161.8
mm mm
Fy
=
250
N/mm2
=
500 mm
X
Fp - Allowable bearing pressure on support fp - Allowable bearing pressure on support Size of columm(A)= bfxd
A1-Area of the base plate =(BXN) A2-Full C/S Area of the base supports(concrete)
I.
Find A1 a)
= = = b) A1 = = c) A1 = = Take maximum of above areas A1 =
[(1/A2)*(P/0.35*f'c)2] 0.000004 * 0.009774053 mm2 (P/0.7f'c) 24.71595238 mm2 bf x d 24981.92 mm2
Deflection
0.5(0.95d-0.8bf) 15.095 √A1 + ∆ 173.1516987 A/N 144.277649
A1
24981.92
500 mm
2443.513
mm2
II. ∆ N B
[Type text]
= = = = = =
mm mm mm
Page 72
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
REFERNCE:
[Type text]
Page 73
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
DESIGN OF BOLT 1.0 The loads commented by you is compressive and not Tensile force. However, as per your comment, the base plate and Anchor bolts are designed for 103.807 kN.
Design of bolt in accordance with the design procedure – AISC - ASD Node # 2 Load Case 200 Maximum tension Number of bolts Tension per bolt
= = = = = = = =
Provided Net area of bolt Allowable tensile stress in bolt Capacity per bolt Capacity per bolt 36.79688 Hence
[Type text]
> >
103.807 4 25.95175 25.95175 25 367.9688 100 36.79688
kN nos kN mm dia mm2 N/mm2 kN
Tension per bolt 25.95
OK
Page 74
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
8 DISPLACEMENT CHECK
[Type text]
Page 75
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Check for Deflection: a. Check for Monorail Beam: Allowable Deflection Span
= Span / 360 = 1500 mm = 1500/360 = 4.16 mm
Actual Deflection
Node
L/C
X-Trans mm
Y-Trans mm
Z-Trans mm
Absolute mm
31
100
4.816
-0.91
5.289
7.211
31
101
4.111
-0.785
5.079
6.581
31
102
3.116
-0.623
4.718
5.689
31
103
0.964
-0.278
3.752
3.884
32
100
12.113
-4.915
4.828
13.936
32
101
9.536
-3.485
4.739
11.204
32
102
6.059
-1.721
4.546
7.768
32
103
-0.446
-0.223
3.765
3.798
Deflection @ Node # 31 Deflection@ Node # 32 Max Vertical Deflection [Type text]
= 0.91 mm = 4.915 mm = 4.915-0.91 Page 76
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Max Vertical Deflection
= 4.001 mm < 4.16 mm
b. Check for Lateral Sway of Steel work: Allowable Deflection
= H/300
Height
= 9700 mm = 9700/300 = 32.333 mm
Actual Deflection:
[Type text]
Page 77
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Node
L/C
X-Trans mm
Y-Trans mm
Z-Trans mm
Absolute mm
13
100
4.818
-0.241
8.653
9.907
13
101
4.111
-0.217
7.587
8.632
13
102
3.116
-0.193
6.13
6.879
13
103
0.964
-0.143
3.087
3.238
14
100
4.809
-0.693
2.368
5.405
[Type text]
Page 78
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
14
101
4.106
-0.611
2.742
4.975
14
102
3.113
-0.505
3.296
4.562
14
103
0.963
-0.277
4.412
4.525
16
100
-1.509
0.096
8.641
8.772
16
101
-0.796
0.082
7.579
7.621
16
102
0.199
0.059
6.127
6.13
16
103
2.351
0.009
3.087
3.881
15
101
-0.795
0.107
2.738
2.853
15
100
-1.506
0.179
2.361
2.806
15
102
0.199
0
3.295
3.301
15
103
2.351
-0.228
4.411
5.004
The Max Deflection
[Type text]
= 8.653 mm < 32.33 mm
Page 79
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
9. WELD CONNECTION CALCULATION
[Type text]
Page 80
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 81
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 82
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 83
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 84
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 85
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 86
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 87
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 88
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
10.
[Type text]
STAAD OUTPUT
Page 89
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 90
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 91
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 92
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 93
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 94
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 95
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 96
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 97
[Type text]
PROJECT
AL QUSAIS (DM-07)
EPC CONTRAC TOR
SNC -LAVALIN
CLIENT
NATIONAL CENTRAL COOLING CO. (PJSC)
Page 98
Related Documents
Manual Crane Calculation
January 2021 1
Jib Crane Calculation
March 2021 0
Gantry Crane Beam Design Calculation
March 2021 0
Wheel Load Design Calculation Of Eot Crane
January 2021 1
Gmk5220 Crane- Parts Manual
March 2021 0
Roughter Crane Manual
January 2021 0More Documents from "Abdul Majid Zulkarnain"
Manual Crane Calculation
January 2021 1
Paleoecology
January 2021 1
Science, Technology, And Society.docx
February 2021 1
Ebook-entrena_tu_mente-david_gomez
February 2021 1