manual crane calculation
TRANSCRIPT
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
STRUCTURAL DESIGN CALCULATIONS
FOR
MANUAL CRANE CALCULATION
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
20/12/2010 MOHD.YOUSEF R.SALEM APPROVAL 00
DATE PREPARED CHECKED ISSUED FOR REVISION
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
Table of Contents page
1. SCOPE 3
2. DESIGN DATA 32.1 Codes and Standards: 32.2 Materials 3
3. LOADS 33.1 Load Combinations 4
4. APPENDIX - 1: STAAD INPUT ………………..…………………………...6
5. APPENDIX - 2: STAAD SKETCHES ……………………………...……....15
6. APPENDIX - 3:STAAD OUTPUT……………………………………….. ..50
7. DESIGN OF BASE PLATE & ANCHOR BOLT..……………………….. 66
8. DISPLACEMENT CHECK………………………..……………………….71
9. WELD CONNECTION CALCULATION...................................................76
10. STAAD OUTPUT...........................................................................................83
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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.)
2.2 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).
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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 - LRFD1.0 DL + 1.0 LL 1.4 DL + 1.6 LL
Where DL is the dead load, LL is the live load.
3.3.1 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.
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
4 APPENDIX - 1: STAAD INPUT
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
4. STAAD INPUT
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 25-July-08
END JOB INFORMATION
***JIBB CRANE SUPPORT BEAM******
***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;
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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;
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
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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 -
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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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
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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
**********
***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
***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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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
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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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
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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
5 APPENDIX - 2: STAAD SKETCHES
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
3D VIEW – STEEL WORK
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
WHOLE STRUCTURE - STEEL WORK
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
STEEL WORK GENERAL ARRANGEMENT
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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DESIGN RATIO AS PER AISC – LRFD
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WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT
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CRANE BEAM NUMBER / SECTION
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CRANE LOAD AT POSITION 1 (LOAD CASE - 3)
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CRANE LOAD AT POSITION 2 (LOAD CASE - 4)
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CRANE LOAD AT POSITION 3 (LOAD CASE - 5)
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CRANE LOAD AT POSITION 4 (LOAD CASE - 6)
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BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ)
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BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY)
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SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)
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SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)
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DESIGN RATIO AS PER AISC – LRFD
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6 APPENDIX - 3: STAAD OUTPUT
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6.1 SUPPORT REACTION
A Horizontal Vertical HorizontalNode L/C Fx kN Fy kN Fz kN
1 1 SELFWEIGHT 0.004 3.546 0.003 2 DEAD LOAD 0.001 0.509 0 3 LIVE LOAD -0.015 -7.733 -1.135 4 LIVE LOAD -0.011 -8.634 -0.984 5 LIVE LOAD -0.004 -9.904 -0.774 6 LIVE LOAD 0.01 -12.811 -0.333 100 -0.011 -3.324 -1.131 101 -0.007 -4.579 -0.981 102 0 -5.85 -0.771 103 0.014 -8.757 -0.33 104 -0.019 -6.595 -1.81 105 -0.011 -8.036 -1.57 106 -0.001 -10.069 -1.234 107 0.021 -14.72 -0.5282 1 SELFWEIGHT -0.002 3.5 0.002 2 DEAD LOAD 0 0.491 0 3 LIVE LOAD 2.434 -20.823 0.197 4 LIVE LOAD 1.48 -13.672 0.047 5 LIVE LOAD 0.143 -3.652 -0.163 6 LIVE LOAD -2.739 18.005 -0.604 100 2.432 -16.481 0.199 101 1.478 -9.681 0.048 102 0.142 0.339 -0.162 103 -2.741 21.996 -0.603 104 3.891 -27.63 0.317 105 2.365 -16.19 0.076 106 0.227 -0.157 -0.26 107 -4.385 34.494 -0.9653 1 SELFWEIGHT 0.007 6.309 -0.002 2 DEAD LOAD 0.002 1.491 0 3 LIVE LOAD 0.042 -2.504 -1.135 4 LIVE LOAD 0.037 -1.604 -0.984 5 LIVE LOAD 0.031 -0.333 -0.774 6 LIVE LOAD 0.017 2.574 -0.333 100 0.052 5.927 -1.136 101 0.047 6.197 -0.985
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102 0.04 7.467 -0.775 103 0.026 10.374 -0.335 104 0.081 7.212 -1.817 105 0.073 8.653 -1.576 106 0.063 10.685 -1.24 107 0.041 15.337 -0.5354 1 SELFWEIGHT -0.009 6.355 -0.003 2 DEAD LOAD -0.003 1.509 0 3 LIVE LOAD -6.21 57.81 0.197 4 LIVE LOAD -5.256 50.66 0.047 5 LIVE LOAD -3.92 40.639 -0.163 6 LIVE LOAD -1.038 18.983 -0.604 100 -6.223 66.309 0.193 101 -5.268 58.523 0.043 102 -3.932 48.503 -0.167 103 -1.05 26.846 -0.608 104 -9.953 103.807 0.31 105 -8.427 92.366 0.07 106 -6.289 76.334 -0.266 107 -1.677 41.683 -0.972
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6.2 STAAD.PRO CODE CHECKING - (LRFD 3RD EDITION)
ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
=======================================================================
1 ST UC1 52X152X2 PASS LRFD-H1-1B-T 0.124 104
7.38 T -0.05 4.53 2.50
2 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.134 104
6.43 C 0.20 4.54 2.50
3 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.092 107
26.24 C 0.05 2.41 2.50
4 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.119 104
86.17 C 0.20 -0.78 2.50
5 ST IPE140 PASS LRFD-H1-1B-T 0.004 104
0.62 T 0.00 -0.05 0.75
6 ST IPE140 PASS LRFD-H1-1B-C 0.097 107
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0.01 C 0.00 1.73 0.00
7 ST IPE140 PASS LRFD-H1-1B-C 0.003 104
0.19 C 0.00 -0.05 0.75
8 ST IPE140 PASS LRFD-H1-1B-C 0.180 104
0.01 C 0.00 3.22 1.50
9 ST IPE200 PASS LRFD-H1-1B-T 0.009 104
9.42 T 0.00 -0.09 0.75
10 ST IPE200 PASS LRFD-H1-1B-T 0.044 107
0.04 T 0.00 2.09 0.00
11 ST IPE200 PASS LRFD-H1-1B-C 0.006 104
3.81 C 0.00 -0.09 0.75
12 ST IPE200 PASS LRFD-H1-1B-C 0.078 104
0.05 C -0.01 3.65 1.50
13 ST UC1 52X152X2 PASS LRFD-H1-1B-T 0.049 104
8.16 T -0.10 1.44 1.40
14 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.077 104
19.72 C 0.34 1.46 1.40
15 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.051 107
21.97 C 0.14 0.79 1.40
16 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.104 104
66.81 C 0.40 -0.49 1.40
17 ST IPE240 PASS LRFD-H1-1B-C 0.312 104
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3.15 C 0.38 -23.23 0.75
18 ST IPE200 PASS LRFD-H1-1B-T 0.129 104
4.44 T 1.12 0.44 1.50
19 ST IPE240 PASS LRFD-H1-1B-T 0.280 104
3.96 T -2.54 9.67 0.75
20 ST IPE200 PASS LRFD-H1-1B-T 0.147 104
7.85 T 1.05 -1.48 0.00
21 ST UC1 52X152X2 PASS LRFD-H1-1B-T 0.103 104
14.68 T -0.94 1.48 0.00
22 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.224 104
29.87 C 2.73 1.49 0.00
23 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.188 107
13.38 C 2.67 0.88 0.00
24 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.398 104
35.85 C 6.23 -0.33 0.00
26 ST IPE200 PASS LRFD-H1-1B-C 0.026 104
0.27 C -0.01 1.20 0.00
27 ST IPE200 PASS LRFD-H1-1B-T 0.017 107
0.01 T 0.00 0.81 0.00
29 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.204 104
29.56 C 2.44 1.36 1.40
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
30 ST UC1 52X152X2 PASS LRFD-H1-1B-T 0.105 104
10.30 T -0.91 1.77 1.40
34 ST L70X70X6 PASS COMPRESSION 0.006 107
0.36 C 0.00 0.00 2.05
43 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.235 104
43.32 C 3.35 0.01 1.40
44 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.124 107
14.15 C 1.46 1.07 1.40
48 ST L70X70X6 PASS COMPRESSION 0.023 104
1.35 C 0.00 0.00 2.05
57 ST IPE240 PASS LRFD-H1-1B-C 0.345 104
0.11 C -3.40 10.73 0.00
58 ST IPE240 PASS LRFD-H1-1B-C 0.417 104
12.11 C 2.47 -20.65 0.00
59 ST UC2 03X203X7 PASS LRFD-H1-1B-C 0.305 104
10.82 C -5.25 42.89 1.50
60 ST UC2 03X203X7 PASS LRFD-H1-1B-C 0.323 104
16.68 C -7.33 41.45 0.00
73 ST UC2 03X203X7 PASS SHEAR-Y 0.106 104
16.68 C -2.44 10.23 0.00
74 ST L90X90X8 PASS TENSION 0.031 104
[Type text] Page 60
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
9.76 T 0.00 0.00 1.68
75 ST L90X90X8 PASS TENSION 0.039 104
12.25 T 0.00 0.00 1.68
76 ST IPE140 PASS LRFD-H1-1B-C 0.122 104
0.10 C 0.00 2.17 1.50
77 ST IPE140 PASS LRFD-H1-1B-T 0.007 104
2.91 T 0.00 -0.05 0.75
78 ST IPE140 PASS LRFD-H1-1B-C 0.068 107
0.15 C 0.00 1.21 0.00
79 ST IPE140 PASS LRFD-H1-1B-C 0.005 104
1.06 C 0.00 -0.05 0.75
80 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.089 104
24.68 C -0.18 2.12 1.50
81 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.114 104
86.30 C -0.19 -0.59 1.50
82 ST IPE140 PASS LRFD-H1-1B-T 0.003 104
0.35 T 0.00 -0.05 0.75
83 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.061 107
29.13 C -0.04 1.13 1.50
84 ST IPE140 PASS LRFD-H1-1B-T 0.154 107
0.02 T 0.00 2.75 0.00
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
85 ST UC1 52X152X2 PASS LRFD-H1-1B-T 0.066 104
11.71 T 0.06 2.08 1.50
86 ST IPE140 PASS LRFD-H1-1B-C 0.003 104
0.10 C 0.00 -0.05 0.75
87 ST IPE140 PASS LRFD-H1-1B-T 0.291 104
0.02 T 0.00 5.18 1.50
88 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.107 104
32.97 C -0.65 1.42 1.40
89 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.132 104
66.65 C -0.88 -0.55 1.40
90 ST IPE140 PASS LRFD-H1-1B-T 0.005 104
1.34 T 0.00 -0.05 0.75
91 ST UC1 52X152X2 PASS LRFD-H1-1B-C 0.062 107
23.13 C -0.36 0.73 1.40
92 ST IPE140 PASS LRFD-H1-1B-T 0.080 107
0.03 T 0.00 1.42 0.00
93 ST UC1 52X152X2 PASS LRFD-H1-1B-T 0.056 104
12.46 T 0.23 1.30 1.40
94 ST IPE140 PASS LRFD-H1-1B-C 0.004 104
0.48 C 0.00 -0.05 0.75
95 ST IPE140 PASS LRFD-H1-1B-T 0.149 104
0.04 T 0.00 2.66 1.50
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
96 ST IPE200 PASS LRFD-H1-1B-T 0.002 104
0.00 T 0.00 -0.09 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
1 100 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
2 100 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
3 100 0.0000 0.0000 0.0000 0.0022 0.0003 -0.0001
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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
4 100 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
5 100 -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
6 100 -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
7 100 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
8 100 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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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
9 100 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
10 100 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
11 100 -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
12 100 -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
13 100 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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
14 100 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
15 100 -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
16 100 -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
17 100 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
18 100 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
20 100 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
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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
21 100 -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
27 100 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
28 100 -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
30 100 -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
31 100 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
[Type text] Page 67
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
32 100 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
33 100 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
34 100 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
35 100 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
36 100 -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
37 100 -0.0136 0.0015 0.4432 0.0008 0.0003 0.0001
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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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
38 100 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
39 100 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
40 100 -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
41 100 -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
[Type text] Page 69
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
7 DESIGN OF BASE PLATE & ANCHOR BOLT
[Type text] Page 70
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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 :104Maximum copressive load on the column(P) = 103.807 kN
f'c - Compressive strength of concrete (Assumed 25 Grade) = 6 N/mm2
Fp - Allowable bearing pressure on support
fp - Allowable bearing pressure on support
Size of columm(A)= bfxd bf = 154.4 mm d = 161.8 mm
Fy = 250 N/mm2
A1-Area of the base plate =(BXN)A2-Full C/S Area of the base supports(concrete) = 500 X 500
mm mm
I. Find A1
a) A1 = [(1/A2)*(P/0.35*f'c)2]= 0.000004 * 2443.513
= 0.009774053 mm2
[Type text] Page 71
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
b) A1 = (P/0.7f'c)
= 24.71595238 mm2
c) A1 = bf x d
= 24981.92 mm2
Take maximum of above areas
A1 = 24981.92 mm2
II.Deflection ∆ = 0.5(0.95d-0.8bf)
= 15.095 mmN = √A1 + ∆
= 173.1516987 mmB = A/N
= 144.277649 mmReq Baseplate size = 144.277649 X 173.1517
Provide 500mm X 500mmBase plate size = 500 X 500
Req base areaA1 = 24981.92
Provided area A1 = 250000
III. Check:
fp = P/(B*N)
= 0.415228 N/mm2
A2/A1 = 1
Fb = 0.35f'c(√A2/A1) ≤ 0.7f'c= 2.1 ≤ 4.2
Use 2.1
fp < Fb
Hence OK
IV.m = (N-0.95d)/2 = 173.15 mmn = (B-0.8b) = 188.24 mm
V.Base shear q = 4 fp d bf /(d+bf)2*Fp λ=1
= 0.8715012 < 1 OK
= 0.8715012 > 0.64 OK
[Type text] Page 72
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
VI.n' = √d *bf/4
= 39.514175 mm
VII.Thickness of base plate
tp = 2c√fp/fyc = max(m,n,λn' )
= 188.24 mm
tp = 15.343174 mm
Provided tp = 20 mm
Provide 500mm X 500mm X 20 mm
REFERNCE:
[Type text] Page 73
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
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 200Maximum tension = 103.807 kNNumber of bolts = 4 nosTension per bolt = 25.95175
= 25.95175 kNProvided = 25 mm dia
Net area of bolt = 367.9688 mm2
Allowable tensile stress in bolt = 100 N/mm2
Capacity per bolt = 36.79688 kN
Capacity per bolt > Tension per bolt
36.79688 > 25.95Hence OK
[Type text] Page 74
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
8 DISPLACEMENT CHECK
[Type text] Page 75
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
Check for Deflection:
a. Check for Monorail Beam: Allowable Deflection = Span / 360 Span = 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
[Type text] Page 76
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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 = 0.91 mmDeflection@ Node # 32 = 4.915 mmMax Vertical Deflection = 4.915-0.91
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 CONTRACTOR
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 CONTRACTOR
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 = 8.653 mm < 32.33 mm
[Type text] Page 79
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
9. WELD CONNECTION CALCULATION
[Type text] Page 80
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
[Type text] Page 81
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
[Type text] Page 82
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
[Type text] Page 83
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
[Type text] Page 84
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
[Type text] Page 85
PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR
SNC -LAVALIN
CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)
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10. STAAD OUTPUT
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