Manual Crane Calculation

PROJECT

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CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

STRUCTURAL DESIGN CALCULATIONS FOR MANUAL CRANE CALCULATION

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20/12/2010 DATE

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NATIONAL CENTRAL COOLING CO. (PJSC)

MOHD.YOUSEF PREPARED

R.SALEM CHECKED

APPROVAL ISSUED FOR

00 REVISION

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NATIONAL CENTRAL COOLING CO. (PJSC)

Table of Contents

page

1.0

SCOPE ..................................................................................................4

2.0

DESIGN DATA.........................................................................................4 2.1 Codes and Standards:.....................................................................................................5 2.2 DESIGN PHILOSOPHY :................................................................................................5 2.3 Materials............................................................................................................................5

3.0

LOADS.................................................................................................5 3.1 Impact Factor...................................................................................................................6 Impact Factor 1.25 is applied. (As per AISC – ASD section – 5.4.2 factor is only ...6 1.2). However, it was revisited the design with factor 1.25 as per your request.......6 3.2 Crane runway Horizontal forces......................................................................................6 a. Transverse Force - 20 %. (As per AISC – section A-4.2)..................................6 b. Longitudinal Force – 10 %. (As per AISC – section A-4.2)..........................................................6 3.3 Load Combinations ........................................................................................................6

4 APPENDIX - 1: STAAD INPUT .............................................................................7 5 APPENDIX - 2: STAAD SKETCHES......................................................................16 3D VIEW – STEEL WORK...........................................................................................................17 WHOLE STRUCTURE - STEEL WORK ......................................................................................18 STEEL WORK GENERAL ARRANGEMENT...............................................................................19 DESIGN RATIO AS PER AISC – LRFD.......................................................................................35 WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT..........................................................43 CRANE BEAM NUMBER / SECTION..........................................................................................44 CRANE LOAD AT POSITION 1 (LOAD CASE - 3).......................................................................45 CRANE LOAD AT POSITION 2 (LOAD CASE - 4).......................................................................46 CRANE LOAD AT POSITION 3 (LOAD CASE - 5).......................................................................47 CRANE LOAD AT POSITION 4 (LOAD CASE - 6).......................................................................48 BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MZ).......................................................50 BENDING MOMENT DIAGRAM (DL+LL) POSITION 1 (MY).......................................................51

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NATIONAL CENTRAL COOLING CO. (PJSC)

SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FZ)...............................................................52 SHEAR FORCE DIAGRAM (DL+LL) POSITION 1 (FY)...............................................................53 DESIGN RATIO AS PER AISC – LRFD.......................................................................................54 6 APPENDIX - 3: STAAD OUTPUT.........................................................................55 7 DESIGN OF BASE PLATE & ANCHOR BOLT.........................................................71 8 DISPLACEMENT CHECK....................................................................................76 9. WELD CONNECTION CALCULATION..................................................................81 10. STAAD OUTPUT............................................................................................90

10.

STAAD OUTPUT...........................................................................................83

1.0

SCOPE This document covers the Structural Design calculations for the proposed mono rail support beam proposed, at various locations.

2.0

DESIGN DATA 2.1

Codes and Standards:

AISC – LRFD (LOAD RESISTANCE FACTOR DESIGN.)

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DESIGN PHILOSOPHY :

Modeling and analysis for main and secondary steel work is based on linear elastic theory. Modeling:

Space (3-D) model have been prepared using STAAD-Pro.

Analysis:

Elastic Global Static Analysis.

The aim of structural design is to be provide, with due regard to economy, a support steel work capable of fulfilling its intended function and sustaining the specified loads for its intended life. The design of member shall be based on LRFD / Ultimate strength design and load factors shall be considered.

2.3

Materials Materials for Structural steel shall be as per project specification.

3.0

LOADS

 Dead Load- Weight of materials forming the permanent part of the structure  Live load- Mono rail capacity –Safe Working Load (1.5Tons)  Wind load is not considered (Jibb crane is located inside the Building).  Seismic load is not considered (Seismic is not applicable)

3.1

Impact Factor Impact Factor 1.25 is applied. (As per AISC – ASD section – 5.4.2 factor is only 1.2). However, it was revisited the design with factor 1.25 as per your request. 3.2

Crane runway Horizontal forces a. Transverse Force - 20 %. (As per AISC – section A-4.2) b. Longitudinal Force – 10 %. (As per AISC – section A-4.2)

3.3

Load Combinations

SERVICE LIMIT STATE AISC - LRFD 1.0 DL + 1.0 LL 1.4 DL + 1.6 LL Where DL is the dead load, LL is the live load.

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3.3.1

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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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NATIONAL CENTRAL COOLING CO. (PJSC)

4 APPENDIX - 1: STAAD INPUT

4. STAAD INPUT STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-July-08 END JOB INFORMATION ***JIBB CRANE SUPPORT BEAM******

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NATIONAL CENTRAL COOLING CO. (PJSC)

***ENGINEER BY P.KAVITHA ***CHECKED BY B.SIVASANKER ***APPROVED BY NGR INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 20 0; 2 1.5 20 0; 3 0 20 1.5; 4 1.5 20 1.5; 5 0 24 0; 6 1.5 24 0; 7 0 24 1.5; 8 1.5 24 1.5; 9 0 28.2 1.5; 10 1.5 28.2 1.5; 11 1.5 28.2 0; 12 0 28.2 0; 13 0 29.7 1.5; 14 1.5 29.7 1.5; 15 1.5 29.7 0; 16 0 29.7 0; 17 0 28.2 3; 18 1.5 28.2 3; 20 0 26.8 1.5; 21 0 26.8 0; 27 1.5 26.8 1.5; 28 1.5 26.8 0; 30 0.75 29.7 0; 31 0.75 29.7 1.5; 32 0.75 29.445 3; 33 0.75 29.445 2.5; 34 0 22.5 1.5; 35 1.5 22.5 1.5; 36 1.5 22.5 0; 37 0 22.5 0; 38 0 25.4 1.5; 39 1.5 25.4 1.5; 40 1.5 25.4 0; 41 0 25.4 0; MEMBER INCIDENCES 1 1 37; 2 3 34; 3 2 36; 4 4 35; 5 7 8; 6 8 6; 7 6 5; 8 5 7; 9 9 10; 10 10 11; 11 11 12; 12 12 9; 13 5 41; 14 7 38; 15 6 40; 16 8 39; 17 13 31; 18 14 15; 19 15 30; 20 16 13; 21 16 12; 22 13 9; 23 15 11; 24 14 10; 26 9 17; 27 10 18; 29 20 9; 30 21 12; 34 17 20; 43 27 10; 44 28 11; 48 18 27; 57 30 16; 58 31 14; 59 30 31; 60 31 33; 73 33 32; 74 14 32; 75 13 32; 76 21 20; 77 20 27; 78 27 28; 79 28 21; 80 34 7; 81 35 8; 82 34 35; 83 36 6; 84 35 36; 85 37 5; 86 36 37; 87 37 34; 88 38 20; 89 39 27; 90 38 39; 91 40 28; 92 39 40; 93 41 21; 94 40 41; 95 41 38; 96 17 18; 97 4 34; 98 34 8; 99 8 38; 100 38 27; 101 27 9; 102 2 37;

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CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

103 37 6; 104 6 41; 105 41 28; 106 28 12; DEFINE MATERIAL START ISOTROPIC MATERIAL1 E 2.05e+008 POISSON 0.3 DENSITY 77 DAMP 8.44924e-038 ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 END DEFINE MATERIAL CONSTANTS BETA 135 MEMB 74 BETA 225 MEMB 75 BETA 90 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 MATERIAL MATERIAL1 MEMB 1 TO 4 10 12 TO 24 26 27 29 30 43 44 57 TO 59 74 75 80 81 83 85 88 89 91 93 96 MATERIAL MATERIAL1 MEMB 9 11 MATERIAL STEEL MEMB 5 TO 8 34 48 59 60 73 76 TO 79 82 84 86 87 90 92 94 95 -

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NATIONAL CENTRAL COOLING CO. (PJSC)

97 TO 106 MEMBER PROPERTY EUROPEAN 17 19 57 58 TABLE ST IPE240 74 75 TABLE ST L90X90X8 9 TO 12 18 20 26 27 96 TABLE ST IPE200 MEMBER PROPERTY BRITISH 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 TABLE ST UC152X152X23 MEMBER PROPERTY EUROPEAN 34 48 97 TO 106 TABLE ST L70X70X6 5 TO 8 76 TO 79 82 84 86 87 90 92 94 95 TABLE ST IPE140 MEMBER PROPERTY BRITISH 59 60 73 TABLE ST UC203X203X71 SUPPORTS 1 TO 4 PINNED MEMBER TRUSS 34 48 74 75 97 TO 106 MEMBER OFFSET 59 60 START 0 -0.255 0 59 END 0 -0.255 0 74 75 END 0 0.255 0 MEMBER RELEASE

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AL QUSAIS (DM-07)

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CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

5 7 9 11 77 79 82 86 90 94 96 END MY MZ 5 7 9 11 77 79 82 86 90 94 96 START MY MZ LOAD 1 SELFWEIGHT SELFWEIGHT Y -1 LOAD 2 DEAD LOAD JOINT LOAD 11 12 FY -0.5 9 10 FY -1.5 LOAD 3 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ********** ***POSITION 1 JOINT LOAD 32 FY -18.75 32 FX 3.75 32 FZ 1.875 LOAD 4 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3

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NATIONAL CENTRAL COOLING CO. (PJSC)

***POSITION 2 JOINT LOAD 33 FY -18.75 33 FX 3.75 33 FZ 1.875 LOAD 5 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ***POSITION 3 MEMBER LOAD 60 CON GY -18.75 0.3 60 CON GX 3.75 0.3 60 CON GZ 1.875 0.3 LOAD 6 LIVE LOAD JOINT LOAD 11 12 FY -1 9 10 FY -3 ***POSITION 4 MEMBER LOAD 59 CON GY -18.75 0.3 59 CON GX 3.75 0.3

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AL QUSAIS (DM-07)

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CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

59 CON GZ 1.875 0.3 ***FOR BASE PLATE AND ANCHOR BOLT DESIGN AND DISPLACEMENT LOAD COMBINATION 100 1 1.1 2 1.0 3 1.0 LOAD COMBINATION 101 1 1.0 2 1.0 4 1.0 LOAD COMBINATION 102 1 1.0 2 1.0 5 1.0 LOAD COMBINATION 103 1 1.0 2 1.0 6 1.0 *********AISC - LRFD FOR MEMBER DESIGN LOAD COMBINATION 104 1 1.4 2 1.6 3 1.6 LOAD COMBINATION 105 1 1.4 2 1.6 4 1.6 LOAD COMBINATION 106 1 1.4 2 1.6 5 1.6 LOAD COMBINATION 107 1 1.4 2 1.6 6 1.6 PERFORM ANALYSIS PRINT STATICS CHECK LOAD LIST 1 TO 6 PRINT SUPPORT REACTION

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PROJECT

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CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

LOAD LIST 100 TO 103 PRINT JOINT DISPLACEMENTS LOAD LIST 104 TO 107 PRINT MEMBER FORCES PARAMETER CODE LRFD RATIO 1 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 DFF 360 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 FYLD 250000 MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 95 *** COLUMNS LZ 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 LY 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 UNT 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 UNB 2.5 MEMB 1 TO 4 13 TO 16 21 TO 24 29 30 43 44 80 81 83 85 88 89 91 93 *** BEAMS LZ 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 LY 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 UNT 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 UNB 1.5 MEMB 5 TO 12 17 TO 20 26 27 57 58 76 TO 79 82 84 86 87 90 92 94 95 *** CHECK CODE MEMB 1 TO 24 26 27 29 30 34 43 44 48 57 TO 60 73 TO 96 FINISH

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

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PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

5 APPENDIX - 2: STAAD SKETCHES

3D VIEW – STEEL WORK

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PROJECT

AL QUSAIS (DM-07)

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SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

WHOLE STRUCTURE - STEEL WORK

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PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

STEEL WORK GENERAL ARRANGEMENT

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

DESIGN RATIO AS PER AISC – LRFD

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EPC CONTRAC TOR

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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EPC CONTRAC TOR

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NATIONAL CENTRAL COOLING CO. (PJSC)

Page 38

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NATIONAL CENTRAL COOLING CO. (PJSC)

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EPC CONTRAC TOR

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NATIONAL CENTRAL COOLING CO. (PJSC)

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

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NATIONAL CENTRAL COOLING CO. (PJSC)

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

WHOLE STRUCTURE - CRANE BEAM ARRANGEMENT

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PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE BEAM NUMBER / SECTION

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

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NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 1 (LOAD CASE - 3)

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

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NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 2 (LOAD CASE - 4)

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 3 (LOAD CASE - 5)

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AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

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NATIONAL CENTRAL COOLING CO. (PJSC)

CRANE LOAD AT POSITION 4 (LOAD CASE - 6)

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EPC CONTRAC TOR

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NATIONAL CENTRAL COOLING CO. (PJSC)

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NATIONAL CENTRAL COOLING CO. (PJSC)

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

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NATIONAL CENTRAL COOLING CO. (PJSC)

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

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NATIONAL CENTRAL COOLING CO. (PJSC)

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

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NATIONAL CENTRAL COOLING CO. (PJSC)

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

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NATIONAL CENTRAL COOLING CO. (PJSC)

DESIGN RATIO AS PER AISC – LRFD

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NATIONAL CENTRAL COOLING CO. (PJSC)

6 APPENDIX - 3: STAAD OUTPUT

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6.1

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NATIONAL CENTRAL COOLING CO. (PJSC)

SUPPORT REACTION

Node 1

2

3

A L/C 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101

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Horizontal Fx kN 0.004 0.001 -0.015 -0.011 -0.004 0.01 -0.011 -0.007 0 0.014 -0.019 -0.011 -0.001 0.021 -0.002 0 2.434 1.48 0.143 -2.739 2.432 1.478 0.142 -2.741 3.891 2.365 0.227 -4.385 0.007 0.002 0.042 0.037 0.031 0.017 0.052 0.047

Vertical Fy kN 3.546 0.509 -7.733 -8.634 -9.904 -12.811 -3.324 -4.579 -5.85 -8.757 -6.595 -8.036 -10.069 -14.72 3.5 0.491 -20.823 -13.672 -3.652 18.005 -16.481 -9.681 0.339 21.996 -27.63 -16.19 -0.157 34.494 6.309 1.491 -2.504 -1.604 -0.333 2.574 5.927 6.197

Horizontal Fz kN 0.003 0 -1.135 -0.984 -0.774 -0.333 -1.131 -0.981 -0.771 -0.33 -1.81 -1.57 -1.234 -0.528 0.002 0 0.197 0.047 -0.163 -0.604 0.199 0.048 -0.162 -0.603 0.317 0.076 -0.26 -0.965 -0.002 0 -1.135 -0.984 -0.774 -0.333 -1.136 -0.985

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102 103 104 105 106 107 1 SELFWEIGHT 2 DEAD LOAD 3 LIVE LOAD 4 LIVE LOAD 5 LIVE LOAD 6 LIVE LOAD 100 101 102 103 104 105 106 107

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0.04 0.026 0.081 0.073 0.063 0.041 -0.009 -0.003 -6.21 -5.256 -3.92 -1.038 -6.223 -5.268 -3.932 -1.05 -9.953 -8.427 -6.289 -1.677

7.467 10.374 7.212 8.653 10.685 15.337 6.355 1.509 57.81 50.66 40.639 18.983 66.309 58.523 48.503 26.846 103.807 92.366 76.334 41.683

-0.775 -0.335 -1.817 -1.576 -1.24 -0.535 -0.003 0 0.197 0.047 -0.163 -0.604 0.193 0.043 -0.167 -0.608 0.31 0.07 -0.266 -0.972

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6.2

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NATIONAL CENTRAL COOLING CO. (PJSC)

STAAD.PRO CODE CHECKING - (LRFD 3RD EDITION)

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER

TABLE FX

RESULT/ CRITICAL COND/ MY

MZ

RATIO/

LOADING/

LOCATION

======================================================================= 1 ST UC1 52X152X2 PASS 7.38 T

-0.05

2 ST UC1 52X152X2 PASS 6.43 C

0.20

3 ST UC1 52X152X2 PASS 26.24 C

0.05

4 ST UC1 52X152X2 PASS 86.17 C 5 ST IPE140 0.62 T 6 ST IPE140

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0.20 PASS

4.53

4.54

-0.05

LRFD-H1-1B-C

0.134

104

0.092

107

0.119

104

2.50

LRFD-H1-1B-C -0.78

104

2.50

LRFD-H1-1B-C 2.41

0.124

2.50

LRFD-H1-1B-C

LRFD-H1-1B-T

0.00 PASS

LRFD-H1-1B-T

2.50 0.004

104

0.75 0.097

107

Page 57

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

0.01 C 7 ST IPE140 0.19 C 8 ST IPE140 0.01 C 9 ST IPE200 9.42 T 10 ST IPE200 0.04 T 11 ST IPE200 3.81 C 12 ST IPE200 0.05 C

0.00 PASS

1.73

LRFD-H1-1B-C

0.00 PASS

-0.05

LRFD-H1-1B-C

0.00 PASS

3.22

LRFD-H1-1B-T

0.00 PASS

-0.09 LRFD-H1-1B-T

0.00 PASS

2.09

-0.09

-0.01

3.65

-0.10

14 ST UC1 52X152X2 PASS 19.72 C

0.34

15 ST UC1 52X152X2 PASS 21.97 C

0.14

16 ST UC1 52X152X2 PASS 66.81 C 17 ST IPE240

[Type text]

0.40 PASS

0.180

0.009

0.044

0.006

LRFD-H1-1B-C

104

0.75 0.078

104

1.50 0.049

104

0.077

104

0.051

107

0.104

104

1.40

1.40

1.40

LRFD-H1-1B-C -0.49

107

0.00

LRFD-H1-1B-C 0.79

104

0.75

LRFD-H1-1B-C 1.46

104

1.50

LRFD-H1-1B-T 1.44

104

0.75

LRFD-H1-1B-C

13 ST UC1 52X152X2 PASS 8.16 T

0.003

LRFD-H1-1B-C

0.00 PASS

0.00

1.40 0.312

104

Page 58

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

3.15 C 18 ST IPE200 4.44 T 19 ST IPE240 3.96 T

20 ST IPE200 7.85 T

0.38 PASS

-23.23 LRFD-H1-1B-T

1.12 PASS

0.44 LRFD-H1-1B-T

-2.54

PASS

9.67

LRFD-H1-1B-T

1.05

-1.48

21 ST UC1 52X152X2 PASS 14.68 T

-0.94

22 ST UC1 52X152X2 PASS 29.87 C

2.73

23 ST UC1 52X152X2 PASS 13.38 C

2.67

24 ST UC1 52X152X2 PASS 35.85 C 26 ST IPE200 0.27 C 27 ST IPE200 0.01 T

6.23 PASS

PASS

[Type text]

1.49

2.44

0.280

0.147

0.81

0.103

104

0.224

104

0.188

107

0.398

104

0.00

0.00

0.00

0.00 0.026

104

0.00 0.017

107

0.00

LRFD-H1-1B-C 1.36

104

0.00

LRFD-H1-1B-C -0.33

104

0.75

LRFD-H1-1B-C 0.88

104

1.50

LRFD-H1-1B-C

LRFD-H1-1B-T

29 ST UC1 52X152X2 PASS 29.56 C

1.48

1.20

0.00

0.129

LRFD-H1-1B-T

LRFD-H1-1B-C

-0.01

0.75

0.204

104

1.40

Page 59

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

30 ST UC1 52X152X2 PASS 10.30 T 34 ST L70X70X6 0.36 C

-0.91 PASS 0.00

0.00

3.35

44 ST UC1 52X152X2 PASS 14.15 C 48 ST L70X70X6 1.35 C 57 ST IPE240 0.11 C 58 ST IPE240 12.11 C

1.46 PASS

0.00 LRFD-H1-1B-C

-3.40 PASS

10.73 LRFD-H1-1B-C

2.47

59 ST UC2 03X203X7 PASS 10.82 C

-5.25

60 ST UC2 03X203X7 PASS 16.68 C

-7.33

-20.65

73 ST UC2 03X203X7 PASS

SHEAR-Y

16.68 C

10.23

74 ST L90X90X8

[Type text]

-2.44 PASS

TENSION

0.235

104

0.124

107

0.023

104

2.05 0.345

104

0.00 0.417

104

0.00 0.305

104

0.323

104

1.50

LRFD-H1-1B-C 41.45

107

1.40

LRFD-H1-1B-C 42.89

0.006

1.40

LRFD-H1-1B-C 1.07

104

2.05

LRFD-H1-1B-C 0.01

0.105

1.40

COMPRESSION

0.00 PASS

1.77

COMPRESSION

43 ST UC1 52X152X2 PASS 43.32 C

LRFD-H1-1B-T

0.00 0.106

104

0.00 0.031

104

Page 60

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

9.76 T 75 ST L90X90X8 12.25 T

76 ST IPE140 0.10 C 77 ST IPE140 2.91 T 78 ST IPE140 0.15 C 79 ST IPE140 1.06 C

0.00

0.00

PASS

TENSION

0.00

PASS

LRFD-H1-1B-C

0.00 PASS

2.17 LRFD-H1-1B-T

0.00 PASS

-0.05 LRFD-H1-1B-C

0.00 PASS

1.21 LRFD-H1-1B-C

0.00

-0.05

80 ST UC1 52X152X2 PASS 24.68 C

-0.18

81 ST UC1 52X152X2 PASS 86.30 C 82 ST IPE140 0.35 T

-0.19 PASS 0.00

84 ST IPE140 0.02 T

[Type text]

PASS 0.00

2.12

-0.59

0.122

LRFD-H1-1B-T 2.75

104

1.50 0.007

104

0.75 0.068

107

0.00 0.005

104

0.75 0.089

104

0.114

104

1.50

1.50 0.003

104

0.75

LRFD-H1-1B-C 1.13

104

1.68

LRFD-H1-1B-C

-0.05

-0.04

0.039

LRFD-H1-1B-C

LRFD-H1-1B-T

83 ST UC1 52X152X2 PASS 29.13 C

0.00

1.68

0.061

107

1.50 0.154

107

0.00

Page 61

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

85 ST UC1 52X152X2 PASS 11.71 T 86 ST IPE140 0.10 C 87 ST IPE140 0.02 T

0.06 PASS

-0.05 LRFD-H1-1B-T

0.00

5.18

88 ST UC1 52X152X2 PASS 32.97 C

-0.65

89 ST UC1 52X152X2 PASS 66.65 C 90 ST IPE140 1.34 T

-0.88 PASS 0.00

92 ST IPE140 0.03 T

PASS

94 ST IPE140

0.00

0.48 C 95 ST IPE140 0.04 T

[Type text]

0.00 PASS 0.00

0.003

0.73

0.291

LRFD-H1-1B-C -0.05 LRFD-H1-1B-T 2.66

104

1.50 0.107

104

0.132

104

1.40

1.40 0.005

104

0.75 0.062

107

1.40 0.080

107

0.00

LRFD-H1-1B-T 1.30

104

0.75

LRFD-H1-1B-C

1.42

0.23 PASS

-0.55

104

1.50

LRFD-H1-1B-C

LRFD-H1-1B-T

93 ST UC1 52X152X2 PASS 12.46 T

1.42

-0.05

-0.36

0.066

LRFD-H1-1B-C

LRFD-H1-1B-T

91 ST UC1 52X152X2 PASS 23.13 C

2.08

LRFD-H1-1B-C

0.00 PASS

LRFD-H1-1B-T

0.056

104

1.40 0.004

104

0.75 0.149

104

1.50

Page 62

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

96 ST IPE200

PASS

0.00 T

LRFD-H1-1B-T

0.00

-0.09

0.002

104

0.75

************** END OF TABULATED RESULT OF DESIGN **************

NODE DISPLACEMENT DETAIL SUMMARY 1. Load 100 is Deal load + Live load Position 1 2. Load 101 is Deal load + Live load Position 2 3. Load 102 is Deal load + Live load Position 3 4. Load 103 is Deal load + Live load Position 4

JOINT DISPLACEMENT (CM RADIANS)

STRUCTURE TYPE = SPACE

JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1

2

3

[Type text]

100

0.0000

0.0000

0.0000

0.0022

0.0003

0.0000

101

0.0000

0.0000

0.0000

0.0019

0.0003

0.0000

102

0.0000

0.0000

0.0000

0.0015

0.0001

0.0000

103

0.0000

0.0000

0.0000

0.0007

-0.0002

0.0001

100

0.0000

0.0000

0.0000

-0.0002

0.0003

0.0000

101

0.0000

0.0000

0.0000

0.0001

0.0003

0.0000

102

0.0000

0.0000

0.0000

0.0005

0.0001

0.0000

103

0.0000

0.0000

0.0000

0.0012

-0.0002

-0.0001

100

0.0000

0.0000

0.0000

0.0022

0.0003

-0.0001

Page 63

4

5

6

7

8

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

101

0.0000

0.0000

0.0000

0.0019

0.0003

-0.0001

102

0.0000

0.0000

0.0000

0.0015

0.0001

0.0000

103

0.0000

0.0000

0.0000

0.0007

-0.0002

0.0000

100

0.0000

0.0000

0.0000

-0.0001

0.0003

-0.0001

101

0.0000

0.0000

0.0000

0.0001

0.0003

-0.0001

102

0.0000

0.0000

0.0000

0.0005

0.0001

0.0000

103

0.0000

0.0000

0.0000

0.0012

-0.0002

0.0000

100

-0.0269

0.0032

0.5631

0.0006

0.0008

0.0001

101

-0.0132

0.0035

0.4917

0.0005

0.0006

0.0000

102

0.0057

0.0037

0.3925

0.0004

0.0003

0.0000

103

0.0468

0.0041

0.1849

0.0002

-0.0002

-0.0001

100

-0.0269

0.0089

0.0025

0.0002

0.0008

0.0001

101

-0.0132

0.0052

0.0584

0.0002

0.0006

0.0000

102

0.0057 -0.0002

0.1372

0.0003

0.0003

0.0000

103

0.0468 -0.0118

0.3011

0.0003

-0.0002

-0.0001

100

0.0869 -0.0065

0.5631

0.0006

0.0008

-0.0003

101

0.0737 -0.0063

0.4917

0.0005

0.0006

-0.0003

102

0.0548 -0.0064

0.3925

0.0004

0.0003

-0.0002

103

0.0137 -0.0069

0.1849

0.0002

-0.0002

-0.0001

100

0.0871 -0.0370

0.0025

0.0002

0.0008

-0.0003

101

0.0738 -0.0328

0.0584

0.0002

0.0006

-0.0003

Page 64

9

10

11

12

13

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

102

0.0549 -0.0274

0.1372

0.0003

0.0003

-0.0002

103

0.0138 -0.0158

0.3011

0.0003

-0.0002

-0.0001

100

0.2410 -0.0193

0.8015

0.0004

0.0021

-0.0012

101

0.2064 -0.0176

0.7025

0.0003

0.0016

-0.0010

102

0.1575 -0.0163

0.5666

0.0003

0.0009

-0.0008

103

0.0515 -0.0134

0.2827

0.0002

-0.0005

-0.0002

100

0.2425 -0.0636

0.1585

0.0005

0.0021

-0.0015

101

0.2077 -0.0562

0.2065

0.0004

0.0016

-0.0012

102

0.1585 -0.0468

0.2758

0.0003

0.0009

-0.0009

103

0.0518 -0.0265

0.4175

0.0001

-0.0005

-0.0003

100

-0.0663

0.0156

0.1584

0.0005

0.0021

0.0005

101

-0.0309

0.0091

0.2064

0.0004

0.0016

0.0003

102

0.0183

-0.0003

0.2757

0.0003

0.0009

0.0000

103

0.1251

-0.0207

0.4175

0.0001

-0.0005 -0.0007

100

-0.0656

0.0074

0.8015

0.0003

0.0020

0.0004

101

-0.0305

0.0067

0.7025

0.0003

0.0016

0.0002

102

0.0184

0.0053

0.5666

0.0002

0.0009

0.0000

103

0.1245

0.0025

0.2827

0.0002

-0.0005 -0.0006

100

0.4818 -0.0241

0.8653

0.0003

0.0044 -0.0010

101

0.4111 -0.0217

0.7587

0.0003

0.0033 -0.0009

102

0.3116 -0.0193

0.6130

0.0002

0.0019 -0.0007

103

0.0964 -0.0143

0.3087

0.0001

-0.0009 -0.0002

Page 65

14

15

16

17

18

20

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

100

0.4809 -0.0693

0.2368

0.0006

0.0038

0.0002

101

0.4106 -0.0611

0.2742

0.0005

0.0031

0.0001

102

0.3113 -0.0505

0.3296

0.0003

0.0019

0.0001

103

0.0963 -0.0277

0.4412

0.0001

-0.0009

0.0000

100

-0.1506

0.0179

0.2361

0.0006

0.0035 -0.0002

101

-0.0795

0.0107

0.2738

0.0005

0.0028 -0.0001

102

0.0199

0.0000

0.3295

0.0003

0.0018 -0.0001

103

0.2351 -0.0228

0.4411

0.0001

-0.0008

0.0000

100

-0.1509

0.0096

0.8641

0.0003

0.0050

0.0004

101

-0.0796

0.0082

0.7579

0.0003

0.0037

0.0002

102

0.0199

0.0059

0.6127

0.0002

0.0020

0.0000

103

0.2351

0.0009

0.3087

0.0001

-0.0010 -0.0004

100

0.5498 -0.0891

0.8015

0.0005

0.0021 -0.0012

101

0.4452 -0.0796

0.7024

0.0004

0.0016 -0.0010

102

0.2979 -0.0683

0.5666

0.0004

0.0009 -0.0008

103

-0.0216 -0.0449

0.2827

0.0002

-0.0005 -0.0002

100

0.5498 -0.1319

0.1587

0.0004

0.0020 -0.0015

101

0.4452 -0.1172

0.2066

0.0004

0.0016 -0.0012

102

0.2979 -0.0986

0.2759

0.0003

0.0009 -0.0009

103

-0.0216 -0.0580

0.4176

0.0002

-0.0005 -0.0003

100

0.1831 -0.0148

0.7318

0.0005

0.0016 -0.0002

101

0.1567 -0.0136

0.6407

0.0004

0.0012 -0.0002

Page 66

21

27

28

30

31

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

102

0.1193 -0.0129

0.5149

0.0004

0.0007 -0.0002

103

0.0380 -0.0114

0.2519

0.0002

-0.0004 -0.0001

100

-0.0507

0.0060

0.7319

0.0005

0.0016

0.0000

101

-0.0238

0.0057

0.6407

0.0004

0.0012

0.0000

102

0.0137

0.0049

0.5150

0.0004

0.0007

0.0000

103

0.0949

0.0035

0.2519

0.0002

-0.0004 -0.0001

100

0.1840 -0.0570

0.0903

0.0004

0.0016 -0.0001

101

0.1574 -0.0504

0.1455

0.0004

0.0012 -0.0001

102

0.1198 -0.0419

0.2239

0.0003

0.0007 -0.0001

103

0.0382 -0.0237

0.3856

0.0002

-0.0004 -0.0001

100

-0.0510

0.0140

0.0905

0.0004

0.0016

0.0000

101

-0.0240

0.0082

0.1456

0.0004

0.0012

0.0000

102

0.0136 -0.0003

0.2240

0.0003

0.0007

0.0000

103

0.0952 -0.0185

0.3857

0.0002

-0.0004 -0.0001

100

-0.1509

0.0340

0.4989

0.0006

0.0041

0.0000

101

-0.0796

0.0228

0.4872

0.0005

0.0032

0.0000

102

0.0199

0.0066

0.4651

0.0004

0.0019

0.0000

103

0.2352 -0.0279

0.3800

0.0001

-0.0009 -0.0001

100

0.4816 -0.0910

0.5289

0.0018

0.0045 -0.0003

101

0.4111 -0.0785

0.5079

0.0013

0.0034 -0.0002

102

0.3116 -0.0623

0.4718

0.0007

0.0020 -0.0002

103

0.0964 -0.0278

0.3752

-0.0001

-0.0009 -0.0001

Page 67

32

33

34

35

36

37

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

100

1.2113 -0.4915

0.4828

0.0029

0.0051

0.0039

101

0.9536 -0.3485

0.4739

0.0018

0.0037

0.0023

102

0.6059 -0.1721

0.4546

0.0007

0.0020

0.0004

103

-0.0446 -0.0223

0.3765

0.0000

-0.0009 -0.0003

100

0.9561

-0.3426

0.4831

0.0028

0.0050

0.0025

101

0.7684

-0.2580

0.4741

0.0018

0.0037

0.0014

102

0.5066

-0.1368

0.4547

0.0007

0.0020

0.0002

103

0.0015

-0.0242

0.3766

0.0000

-0.0009 -0.0002

100

0.0376

-0.0023

0.4432

0.0008

0.0003 -0.0003

101

0.0310

-0.0025

0.3864

0.0007

0.0003 -0.0002

102

0.0212

-0.0030

0.3074

0.0006

0.0001 -0.0002

103

0.0001 -0.0042

0.1420

0.0003

-0.0002 -0.0001

100

0.0377 -0.0232

-0.0184

0.0001

0.0003 -0.0003

101

0.0311 -0.0206

0.0296

0.0002

0.0003 -0.0002

102

0.0213 -0.0173

0.0969

0.0002

0.0001 -0.0002

103

0.0001 -0.0103

0.2374

0.0004

-0.0002 -0.0001

100

-0.0136

0.0054

-0.0184

0.0001

0.0003

0.0001

101

-0.0064

0.0032

0.0296

0.0002

0.0003

0.0000

102

0.0033 -0.0001

0.0969

0.0003

0.0001

0.0000

103

0.0245 -0.0071

0.2374

0.0005

-0.0002 -0.0001

100

-0.0136

0.4432

0.0008

0.0003

0.0015

0.0001

Page 68

38

39

40

41

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

101

-0.0064

0.0020

0.3864

0.0007

0.0003

0.0000

102

0.0033

0.0026

0.3074

0.0006

0.0001

0.0000

103

0.0245

0.0038

0.1420

0.0003

-0.0002 -0.0001

100

0.1279 -0.0097

0.6505

0.0005

0.0011 -0.0004

101

0.1089 -0.0092

0.5688

0.0004

0.0008 -0.0003

102

0.0818 -0.0091

0.4556

0.0004

0.0005 -0.0003

103

0.0229 -0.0091

0.2188

0.0002

-0.0003 -0.0001

100

0.1283 -0.0470

0.0388

0.0003

0.0011 -0.0004

101

0.1093 -0.0416

0.0963

0.0003

0.0008 -0.0003

102

0.0820 -0.0348

0.1775

0.0003

0.0005 -0.0003

103

0.0230 -0.0199

0.3458

0.0003

-0.0003 -0.0001

100

-0.0373

0.0113

0.0388

0.0003

0.0011

0.0001

101

-0.0177

0.0067

0.0963

0.0003

0.0008

0.0001

102

0.0096 -0.0002

0.1775

0.0003

0.0005

0.0000

103

0.0686 -0.0151

0.3458

0.0003

-0.0003 -0.0002

100

-0.0372

0.0042

0.6505

0.0005

0.0011

0.0001

101

-0.0176

0.0044

0.5688

0.0004

0.0008

0.0000

102

0.0096

0.0044

0.4556

0.0004

0.0005

0.0000

103

0.0685

0.0044

0.2188

0.0002

-0.0003 -0.0002

Page 69

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

7 DESIGN OF BASE PLATE & ANCHOR BOLT

[Type text]

Page 70

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 71

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

DESIGN OF BASE PLATE 1. Load Combination 100 to 103 are for service loading. Earlier calculation of Base plate and Anchor Bolts are in accordance with Allowable stress method (ASD). 2. Load Combination 104 to 107 are in accordance with AISC – LRFD, for the structural design. However, the base plate calculation is made for 103.807 kN as per your comment. Design of base plate in accordace with the design procedure -AISC-ASD Node # 4 Load case :104 Maximum copressive load on the column(P) f'c - Compressive strength of concrete (Assumed 25 Grade)

= =

103.807 6

kN N/mm2

bf d

= =

154.4 161.8

mm mm

Fy

=

250

N/mm2

=

500 mm

X

Fp - Allowable bearing pressure on support fp - Allowable bearing pressure on support Size of columm(A)= bfxd

A1-Area of the base plate =(BXN) A2-Full C/S Area of the base supports(concrete)

I.

Find A1 a)

= = = b) A1 = = c) A1 = = Take maximum of above areas A1 =

[(1/A2)*(P/0.35*f'c)2] 0.000004 * 0.009774053 mm2 (P/0.7f'c) 24.71595238 mm2 bf x d 24981.92 mm2

Deflection

0.5(0.95d-0.8bf) 15.095 √A1 + ∆ 173.1516987 A/N 144.277649

A1

24981.92

500 mm

2443.513

mm2

II. ∆ N B

[Type text]

= = = = = =

mm mm mm

Page 72

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

REFERNCE:

[Type text]

Page 73

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

DESIGN OF BOLT 1.0 The loads commented by you is compressive and not Tensile force. However, as per your comment, the base plate and Anchor bolts are designed for 103.807 kN.

Design of bolt in accordance with the design procedure – AISC - ASD Node # 2 Load Case 200 Maximum tension Number of bolts Tension per bolt

= = = = = = = =

Provided Net area of bolt Allowable tensile stress in bolt Capacity per bolt Capacity per bolt 36.79688 Hence

[Type text]

> >

103.807 4 25.95175 25.95175 25 367.9688 100 36.79688

kN nos kN mm dia mm2 N/mm2 kN

Tension per bolt 25.95

OK

Page 74

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

8 DISPLACEMENT CHECK

[Type text]

Page 75

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Check for Deflection: a. Check for Monorail Beam: Allowable Deflection Span

= Span / 360 = 1500 mm = 1500/360 = 4.16 mm

Actual Deflection

Node

L/C

X-Trans mm

Y-Trans mm

Z-Trans mm

Absolute mm

31

100

4.816

-0.91

5.289

7.211

31

101

4.111

-0.785

5.079

6.581

31

102

3.116

-0.623

4.718

5.689

31

103

0.964

-0.278

3.752

3.884

32

100

12.113

-4.915

4.828

13.936

32

101

9.536

-3.485

4.739

11.204

32

102

6.059

-1.721

4.546

7.768

32

103

-0.446

-0.223

3.765

3.798

Deflection @ Node # 31 Deflection@ Node # 32 Max Vertical Deflection [Type text]

= 0.91 mm = 4.915 mm = 4.915-0.91 Page 76

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Max Vertical Deflection

= 4.001 mm < 4.16 mm

b. Check for Lateral Sway of Steel work: Allowable Deflection

= H/300

Height

= 9700 mm = 9700/300 = 32.333 mm

Actual Deflection:

[Type text]

Page 77

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Node

L/C

X-Trans mm

Y-Trans mm

Z-Trans mm

Absolute mm

13

100

4.818

-0.241

8.653

9.907

13

101

4.111

-0.217

7.587

8.632

13

102

3.116

-0.193

6.13

6.879

13

103

0.964

-0.143

3.087

3.238

14

100

4.809

-0.693

2.368

5.405

[Type text]

Page 78

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

14

101

4.106

-0.611

2.742

4.975

14

102

3.113

-0.505

3.296

4.562

14

103

0.963

-0.277

4.412

4.525

16

100

-1.509

0.096

8.641

8.772

16

101

-0.796

0.082

7.579

7.621

16

102

0.199

0.059

6.127

6.13

16

103

2.351

0.009

3.087

3.881

15

101

-0.795

0.107

2.738

2.853

15

100

-1.506

0.179

2.361

2.806

15

102

0.199

0

3.295

3.301

15

103

2.351

-0.228

4.411

5.004

The Max Deflection

[Type text]

= 8.653 mm < 32.33 mm

Page 79

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

9. WELD CONNECTION CALCULATION

[Type text]

Page 80

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 81

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 82

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 83

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 84

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 85

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 86

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 87

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 88

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

10.

[Type text]

STAAD OUTPUT

Page 89

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 90

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 91

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 92

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 93

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 94

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 95

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 96

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 97

[Type text]

PROJECT

AL QUSAIS (DM-07)

EPC CONTRAC TOR

SNC -LAVALIN

CLIENT

NATIONAL CENTRAL COOLING CO. (PJSC)

Page 98