manual crane calculation

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PROJECT AL QUSAIS (DM-07) EPC CONTRACT OR SNC -LAVALIN CLIENT NATIONAL CENTRAL COOLING CO. (PJSC) STRUCTURAL DESIGN CALCULATIONS FOR MANUAL CRANE CALCULATION [Type text] Page 1

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Page 1: Manual Crane Calculation

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

SNC -LAVALIN

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

SNC -LAVALIN

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

SNC -LAVALIN

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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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

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

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

4 APPENDIX - 1: STAAD INPUT

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

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

SNC -LAVALIN

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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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

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

SNC -LAVALIN

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

SNC -LAVALIN

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

SNC -LAVALIN

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

SNC -LAVALIN

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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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

5 APPENDIX - 2: STAAD SKETCHES

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

3D VIEW – STEEL WORK

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

WHOLE STRUCTURE - STEEL WORK

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

STEEL WORK GENERAL ARRANGEMENT

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

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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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

DESIGN RATIO AS PER AISC – LRFD

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE BEAM NUMBER / SECTION

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 1 (LOAD CASE - 3)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 2 (LOAD CASE - 4)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 3 (LOAD CASE - 5)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 4 (LOAD CASE - 6)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

DESIGN RATIO AS PER AISC – LRFD

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

6 APPENDIX - 3: STAAD OUTPUT

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (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 -0.5354 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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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

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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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (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

17 ST IPE240 PASS LRFD-H1-1B-C 0.312 104

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (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

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

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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

[Type text] Page 66

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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

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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

[Type text] Page 68

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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

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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

Page 71: Manual Crane Calculation

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

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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

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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

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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

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PROJECT AL QUSAIS (DM-07)EPC CONTRACTOR

SNC -LAVALIN

CLIENT NATIONAL CENTRAL COOLING CO. (PJSC)

8 DISPLACEMENT CHECK

[Type text] Page 75

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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

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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:

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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

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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

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9. WELD CONNECTION CALCULATION

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10. STAAD OUTPUT

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