PDF- -CODE OF PRACTICE ON SURFACE WATER DRAINAGE - Calculation for Service Platform & Pump Shelter Structure

Service Platform & Pump

Description

JOINT OPERATING BODY PERTAMINA

DOCUMENT NO: PGFW-CL-C-003

TEGMA ENGINEERING

PROJECT NO: 4500002122 8 Pages

UPGRADE FIRE WATER SYSTEM (PULAU GADING)

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

PERTAMINA – TALISMAN Jambi Merang DOCUMENT REVIEW STATUS Review Code : A

Accepted Accepted as Noted – Resubmit Required Not Accepted Information Only

THIS REVIEW OF THIS DOCUMENT DOES NOT RELIEVE THE CONTRACTOR OR VENDOR FROM ITS OBLIGATION TO COMPLETE ALL THE WORKS,

INCLUDING THE RESPONSIBILITY FOR ENGINEERING AND DETAIL DESIGN

JOB PERTAMINA TALISMAN JAMBI MERANG

23/03/2016

Issued For Review

Description

CHK'D CONTRACTOR

APP'D CLIENT

UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

REVISION TABLE REVISION

REVISION

REVISION

ATTACHMENT 2

ATTACHMENT A

ATTACHMENT B

ATTACHMENT C

ATTACHMENT D

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

RECORD OF REVISION Rev No A

Section All

Page All

Company Comment

Implemented (Y/N)

Explanation

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UPGRADE FIRE WATER SYSTEM (PULAU GADING)

No: PGFW-CL-C-003

Rev : A

0 CODES,

STANDARD & REFERENCE …………………………………………………………………………………………… 4 3

Design Loading B

STAADPRO Structural Model & Input C

Stress Ratio and Deflection Check D

Connection Design

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

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CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

INTRODUCTION

Project Overview The Jambi Merang Block is located onshore in the South Sumatra region of Indonesia

PT PERTAMINA (PERSERO) (“PERTAMINA”) is the operator

TALISMAN LIMITED (“TALISMAN”) is the assistant operator

and PACIFIC OIL & GAS (“PACIFIC”) make up the interest holders in the Block

The parties have established the PERTAMINA TALISMAN Joint Operating Body (herein after referred to as COMPANY) to conduct petroleum operations under a Production Sharing Contract (PSC) term

Jambi Merang has been producing natural gas and condensate from Pulau Gading (PG) and Sungai Kenawang (SK)

Pulau Gading (PG) Field Facility has fire water protection which is designed based on dry ring main concept

The existing fire water supply is from Lalang River and the water flows to Fire Water Pump pit via intake channel

Particularly during dry season,

water is at the lowest level below fire water intake canal which cause fire water pump cannot be operated due to water unavailability

Refer to the safety concern above,

JOB PTJM intends to have fire water storage modification to support PG Fire Water System

Scope This document presents the calculation of structure service platform for upgrade fire water system

Definitions PROJECT COMPANY CONTRACTOR VENDOR MIGAS

Pulau Gading Fire Water Intake and Storage System Modification JOB PERTAMINA – TALISMAN JAMBI MERANG PT

TEGMA ENGINEERING A company providing specific materials or services required for the construction of the Facility Indonesian Government Board Responsibility issuing approvals and licenses of oil and gas facilities

Standards,

and References Upgrade Fire Water System Project,

PGFW-SP-C-001 "Design Specification for Civil and Structural" 1

Upgrade Fire Water System Project,

PGFW-SP-C-002 "Specification for Civil Work" 2

ASCE 7-05 "Minimum Design Loads for Buildings and Other Structures" 4

"Geotechnical Earthquake Engineering Handbook

Wai-Fah Chen

"Earthquake Engineering Handbook",

PGFW-DS-M-002 Data Sheet for Centrifugal Pump

Units All Units are in SI Unit,

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

Material Quality of Material Table 4

Structural Steel / Plate ASTM A-36 Weld electrode AWS D1

Strength (MPa) 28

fy = fy = fy = ft all = fv all =

Unit Weight of Material Table 1

Unit Weight (kN/m3) 23

Abbreviation b b b1 bo c'd'd D'd'd rebar db

thickness of concrete cover dead load of equipment ( empty condition )

dead load of equipment (operating condition) dead load of equipment (test condition)

EQ LL Wx Wz

earthquake load live load wind load x direction wind load z direction

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

DESIGN METHODOLOGY

Design Criteria 1

Unfactored loading combination is used for steel design,

deflection and support reactions for foundation design

1 2 3 4 6

Description Earthquake Load Wind Load Structure type Analysis Steel Design

Remarks UBC 1997 ASCE 7-05 Steel structure,

moment resisting frame Static AISC-ASD

Design Loading The following loads and forces are considered in the design of pile foundation : 1

Earthquake Load (EQ) Load due to earthquake load,

and structure type Dead Load (DL) Selfweight of structure including,

Structure Selfweight The weight of beams,

columns and other main structure weight are automatically calculated by STAAD Pro

1 command

Grating and Handrail (SIDL) The weight of grating and handrail at stair and landing

Equipment Load (E) The equipment load is the weight of the equipment or machinery including load of the piping attached to the equipment

Live Load (LL) Loading caused by personnel Wind Load (W) The loads and force caused by wind with direction Wx and Wy

Description 1

0 LL + 1

0 LL + 1

0 EQx + 1

0 LL + 1

Increase in Allowable Stress Remarks Permanent 0% Permanent 0% Temporary 33% Temporary 33% Temporary 33% Temporary 33%

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

CALCULATION

Design Loading Please refer to attachment A

STAADPRO Structural Model & Input Please refer to Attachment B

Stress Ratio and Deflection Check Please refer to Attachment C

Connection Design Please refer to Attachment D

SUMMARY a

Steel member: Beam 1

H-Beam (150x150x7)

Beam/Rafter

UNP (100x50x5)

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

H-Beam (100x100x6)

Bracing

Estimated maximum horizontal deflection (∆max) Platform is :

L (100x100x7)

Refer to Attachement C

Length ∆max ∆all

2500 mm 0

67 mm 12

Refer to Attachement C

Length ∆max ∆all

1720 mm 0

63 mm 8

Refer to Attachement C

Estimated maximum vertical deflection (∆max) Platform is :

Refer to Attachement C

Refer to Attachement C

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND Date: PUMP SHELTER STRUCTURE

23/03/2016

ATTACHMENT A Design Loading

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

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CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Page 1 of 7

ATTACHMENT A

Figure 1

Layout plan platform

Figure 2

Section Platform

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Loading Calculation 1

Dead Load The steel structure dead load of fresh water pump structure is generated from STAAD with contigency factor of 1

kN/m kN/m2

Self weight of purlin Self weight of metal sheet roof

Length of rafter Load on rafter

kN/m2 kN/m2 kN/m2 m kN/m

Live Load Calculation of live load (according to PGFW-SP-C-001 Sec

92 kN/m2

Equipment Load

Figure 3

Dimension Pump Empty weight of water pump = Operating weight of water pump =

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

-Pipe Load Pipe 4" Length Box valve 4" Total load

kN/m m kN kN

Pipe 3" Length Box valve 3" Total load

kN/m m kN kN

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Page 3 of 7

Wind Load Wind load is calculated in accordance with ASCE 7-05 as follows: Basic wind speed V = 28 m/sec K Wind directionality factor = 0

15 Struct

height above ground level H = 4

The side of builiding is opened,

so the area that used for determine "a" is using height of column

Figure 4

Building Surface for Wind Pressure about X-Direction

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

Rev : A

No: PGFW-CL-C-003

23/03/2016

Page 4 of 7

Figure 5

Building Surface for Wind Pressure about Z-Direction

Figure 6

Building Surface for Wind Pressure about Z-Direction

Roof Wind Pressure No

Surface

Wind Pressure (kPa)

Front Wall Wind Pressure No

Surface

Wind Pressure (kPa)

Side Wall Wind Pressure No

Surface

Wind Pressure (kPa)

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CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Side Wall Wind Pressure No

Surface

Surface-6 Wind Load dx (m) (kN/m) 1

Roof Wall Wind Pressure No

Surface

Surface

Surface-2 Wind Load Wind Load (kN/m) dz (m) (kN/m) 1

Front Wall Wind Load No

Surface

Surface-1 Wind Load Wind Load (kN/m) dx (m) (kN/m) 1

Roof Wall Wind Pressure No

Surface

Surface-2 Wind Load Wind Load (kN/m) dx (m) (kN/m) 1

Earthquake Load a

Pump Shelter Earthquake load is calculated in accordance to UBC 1997 as follows: Vs = 2

25 Vs = 0

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

Pipe Support Zone Seismic zone factor Seismic acceleration Soil specification Seismic coefficient Numerical coefficient Total weight Important factor

Ca R Wi I Vs

A tf tw d'bf

H-Beam (100x100x6) Cross Sectional Area Thickness flange Thickness web Height Width

A tf tw d'bf

UNP (100x50x5) Cross Sectional Area Thickness flange Thickness web Height Width

A tf tw d'bf

5 5 100 50

UNP (150x75x6

A tf tw d'bf

5 5 100 50

L (100x100x7) Cross Sectional Area Thickness flange Thickness web Height Width

A tf tw d'bf

Structure Dimensions 1

H-Beam (150x150x7) Cross Sectional Area Thickness flange Thickness web Height Width 2

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Page 6 of 7

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

L (50x50x4) Cross Sectional Area Thickness flange Thickness web Height Width

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

A tf tw d'bf

23/03/2016

Page 7 of 7

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND Date: PUMP SHELTER STRUCTURE

23/03/2016

ATTACHMENT B Model And Load Assign STAAD Pro v8

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Rev : A

No: PGFW-CL-C-003

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Page 1 of 6

1 STAAD

Plant North

True North

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No: PGFW-CL-C-003

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CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Material 1

H 150x150x7 2

H 100x100x6 3

UNP 150x75x6

UNP 100x50x5 5

L'100x100x7 6

L'50x50x4

Specification Structural Steel A-36 Structural Steel A-36 Structural Steel A-36 Structural Steel A-36 Structural Steel A-37 Structural Steel A-37

Remark Beam Column Column,

Beam Beam Bracing,

Rafter Bracing

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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2 STAAD

columns and other main structure weight are automatically calculated by STAAD Pro

0 command

The weight of grating and handrail uniformly assign to beam

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

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CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Page 4 of 6

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Page 5 of 6

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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Page 6 of 6

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND Date: PUMP SHELTER STRUCTURE

23/03/2016

ATTACHMENT C STAAD Pro v8

________________________________________________________________________________________

UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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ATTACHMENT C

i STRESS RATIO AND DEFLECTION C

BEAM & NODE NUMBER

Beam Number

Node Number

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

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CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

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STRESS RATIO Beam Design Property 19 21 30 32 33 44 52 53 54 55 56 57 58 61 62 63 64 65 67 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 110 111 112 113 114 115 116 117 118 119 120 121 122

H150X150X7 L100X100X7 H100X100X6 C100X50X5 C100X50X5 H150X150X7 C100X50X5 H100X100X6 H150X150X7 H150X150X7 H150X150X7 H150X150X7 H150X150X7 L100X100X7 C150X75X6

Actual Ratio

L100X100X7 L100X100X7 L100X100X7 L100X100X7 C150X75X6

UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

Actual 0

Properties H 150x150x7 H 100x100x6 UNP 150x75x6

OK OK OK OK OK OK

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DEFLECTION H Max X Min X Max Y Min Y Max Z Min Z Max rX Min rX Max rY Min rY Max rZ Min rZ Max Rst

X mm Node L/C 20 13 1

0 D'+ 1

0 L'+ 0

214 EQZ 7

6 60 12 1

0 D'+ 1

6 70 10 1

0 D'+ 1

3 69 15 1

0 D'+ 1

0 LL + 1

2 59 11 1

0 D'+ 1

0 59 12 1

0 D'+ 1

6 70 14 1

0 D'+ 1

0 L'+ 0

214 EQX 0

3 2 12 1

0 D'+ 1

0 39 10 1

0 D'+ 1

3 71 12 1

0 D'+ 1

5 55 12 1

0 D'+ 1

0 19 13 1

0 D'+ 1

0 L'+ 0

214 EQZ 7

6 20 13 1

0 D'+ 1

0 L'+ 0

214 EQZ 7

Y mm Z mm

Rotational rY rZ

rX rad 0

Displacement Control of Beam,

Column,

Rafter and Bracing Vertical Displacement 1

Beam (H 150x150x7) Critical Beam Length L'= 860 mm ∆ Allowable displacement = 4

Beam (L 100x100x7) Critical Beam Length Allowable displacement Max

displacement Remarks of "Δmax < Δall"

L ∆all ∆max

2500 12

67 PASS

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

Rafter ([ 100x50x7) Critical Beam Length Allowable displacement Max

displacement Remarks of "Δmax < Δall"

Horizontal Displacement 1

Column (H 100x100x6) Critical Beam Length Allowable displacement Max

displacement Remarks of "Δmax < Δall"

CALCULATION FOR SERVICE PLATFORM AND PUMP SHELTER STRUCTURE

L ∆all ∆max

L ∆all ∆max

63 PASS

2500 12

22 PASS

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Page 4 of 4

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UPGRADE FIRE WATER SYSTEM (PULAU GADING) Doc

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM AND Date: PUMP SHELTER STRUCTURE

23/03/2016

ATTACHMENT E Connection Design

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UPGRADE FIRE WATER SYSTEM (PULAU GADING)

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM Date : AND PUMP SHELTER STRUCTURE

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ATTACHMENT D

Summary of Maximum Member Force

Type 1 2 3 4

Connection B1 to B1 C1 to B1 C2 to B2 Br1 to B1

Bracing

Type of Connection Beam to Beam Column to Beam Column to Beam Bracing to Beam

Profil H 150x150x7 UNP 150x75x6

V (kN) 5

T (kN) 5

M (kNm) 2

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UPGRADE FIRE WATER SYSTEM (PULAU GADING)

No: PGFW-CL-C-003

Rev : A

CALCULATION FOR SERVICE PLATFORM Date : AND PUMP SHELTER STRUCTURE

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Type of weld = T = 0

6Fy (groove) = M1 = Fb * Sx = *M2 = T * (d

6Fy)+(0

Unit MPa MPa MPa MPa mm mm mm mm3 mm mm2 mm2 mm mm mm mm

groove 127 216 32 30 101 116 577 524

872 115

5984 57

19328 315

42 108 5

99 48 56

8428 171

648 254

17456 9

3744 67

6912 196

128 239

kN kN kN

*Since it's calculation for allowable moment due to tension on welding,

So consider only the top flange welding restrains the tension force

Fy Fb Fv Fu Lw tf Sx A Aw a g Lwf Lww

Yield Strength of Steel Beam Bending Stress Allowable shear stress Specified Tensile strength of the welding (E60XX) length of weld flange thickness Section Modulus of Steel Beam Cross section area of the member Area of web leg of fillet weld on flange of beam leg of fillet weld on web of beam requirement due to shear stress length of weld on flange length of weld on web

T M1 M2 V1

Tension of Welding Allowable Moment Capacity of the member Allowable Moment Capacity due to Tension on Welding Allowable Shear Capacity of The Member

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UPGRADE FIRE WATER SYSTEM (PULAU GADING)

No: PGFW-CL-C-003

V2 T1 T2

Rev : A

CALCULATION FOR SERVICE PLATFORM Date : AND PUMP SHELTER STRUCTURE

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Allowable Shear Capacity of Welding Allowable Tension Capacity of The Member Allowable Tension of Welding

Mall Tall

Moment Tension force Allowable moment capacity Allowable tension capacity 30

the inner forces of the member shall conform the below formula M T + ≤ 1 30

Capacity V1 V2 T1 T2 M1 M2 (kN) (kN) (kN

Allowable Capacity * Shear Tension Moment (kN) (kN) (kN

for temporary load (wind and earthquake load) the allowable value can be increased by 33% The inner forces of the member shall be checked with the below formula: M T + ≤ 1 30

Beam Member UNP 150x75x6

Capacity V1 V2 T1 T2 M1 M2 (kN) (kN) (kN

Allowable Capacity * Shear Tension Moment (kN) (kN) (kN

for temporary load (wind and earthquake load) the allowable value can be increased by 33% The inner forces of the member shall be checked with the below formula: M T + ≤ 1 10

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UPGRADE FIRE WATER SYSTEM (PULAU GADING)

No: PGFW-CL-C-003

Beam Member H 100x100x6

Rev : A

CALCULATION FOR SERVICE PLATFORM Date : AND PUMP SHELTER STRUCTURE

Capacity V1 V2 T1 T2 M1 M2 (kN) (kN) (kN

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Allowable Capacity * Shear Tension Moment (kN) (kN) (kN

for temporary load (wind and earthquake load) the allowable value can be increased by 33% The inner forces of the member shall be checked with the below formula: M T + ≤ 1 10

Beam Member L'100x100x7

Capacity V1 V2 T1 T2 M1 M2 (kN) (kN) (kN

Allowable Capacity * Shear Tension Moment (kN) (kN) (kN

for temporary load (wind and earthquake load) the allowable value can be increased by 33% The inner forces of the member shall be checked with the below formula: M T + ≤ 1 10

Connection Check H 150x150x7 1st check: Check the inner forces with the allowable capacity

Moment (kNm) Shear (kN) Tension (kN)

Allowable 30

63 Remarks

Type 1 2

31 PASS

Type 1a M T + ≤ 1 30

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