Manual Crane Calculation

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STRUCTURAL DESIGN CALCULATIONS

FOR

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20/12/2010 MOHD.YOUSEF R.SALEM APPROVAL 00

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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

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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:

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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).

 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)

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(PJSC) 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 overhungbeam. The Live load is considered as a moving load.

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4

APPENDIX - 1: STAAD INPUT

4. STAAD INPUT

STAAD SPACE

START JOB INFORMATION ENGINEER DATE 25-July-08

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(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;

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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

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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

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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

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(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

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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

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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 ***

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5

APPENDIX - 2: STAAD SKETCHES

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DESIGN RATIO AS PER AISC – LRFD

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WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT

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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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6.1 SUPPORT REACTION

A Horizontal Vertical Horizontal

Node 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 -0.528 2 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 -0.965 3 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

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(PJSC) 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 -0.535 4 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

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(PJSC) 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

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(PJSC) 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

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(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

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TOR 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

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR 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

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR 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

PROJECT

AL QUSAIS (DM-07)

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 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

PROJECT

AL QUSAIS (DM-07)

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 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

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR 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

PROJECT

AL QUSAIS (DM-07)

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 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

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR 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

PROJECT

AL QUSAIS (DM-07)

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 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

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

(PJSC)

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

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) = 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.

Take maximum of above areas

A1 = 24981.92 mm2

II.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

(PJSC)

PROJECT

AL QUSAIS (DM-07)

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 = 103.807 kN

Number of bolts = 4 nos

Tension per bolt = 25.95175

= 25.95175 kN

Provided = 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

>

>

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

(PJSC)

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR 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 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 mm

Deflection@ Node # 32

= 4.915 mm

PROJECT

AL QUSAIS (DM-07)

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:

PROJECT

AL QUSAIS (DM-07)

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

PROJECT

AL QUSAIS (DM-07)

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

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

(PJSC)

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

(PJSC)

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.

PROJECT

AL QUSAIS (DM-07)

CONTRAC

TOR SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO.