TGT POS S H05 CA 0003 H5 Spools Loadout Procedure_B0

COMPANY: HOANG LONG JOC

TGT FIELD DEVELOPMENT PROJECT

PROVISION OF TRANSPORTATION AND INSTALLATION

FOR WHP-H5 TOPSIDE AND PIPELINES EPCI CONTRACTOR: PTSC MECHANICAL & CONSTRUCTION

COMPANY LIMITED T&I CONTRACTOR: PTSC OFFSHORE SERVICES JSC

INSTALLATION SUBCONTRACTOR: TL OFFSHORE SDN.BHD

LOAD OUT PROCEDURE

Document No.: TGT-POS-S-H05-CA-0003

TLO/PTSC POS PTSC M&C HLJOC

REV.

NO. DATE

PREPARED BY TLO APPROVED BY TLO APPROVED BY PTSC POS APPROVED APPROVED

NAME SIGN DATE NAME SIGN DATE NAME SIGN DATE NAME SIGN DATE NAME SIGN DATE

A0 DVL DVL PMT

B0 11.5.15 DVL DVL PMT

HLJOC/PTSC M&C PTSC POS/ TLO


PROVISION OF TRANSPORTATION AND INSTALLATION FOR WHP-H5 TOPSIDE AND PIPELINES

Document No.:

TGT-POS-S-H05-CA-0003 LOAD OUT PROCEDURE Page 2 of 10

Revision No.: B0 Date: 09 May 15

Contents

1. INTRODUCTION ...................................................................................................................................................... 3

1.1. PROJECT DESCRIPTION ....................................................................................................................................... 3

1.2. DEFINITIONS ............................................................................................................................................................ 5

1.3. ABBREVIATIONS ..................................................................................................................................................... 5

1.4. REFERENCE DOCUMENTS ................................................................................................................................... 5

1.5. SCOPE OF DOCUMENT ......................................................................................................................................... 7

2. LOAD OUT PROCEDURE ....................................................................................................................................... 8

2.1. SPOOLS DATA .......................................................................................................................................................... 8

2.2. PROCEDURE ............................................................................................................................................................. 8

3. APPENDIX ................................................................................................................................................................. 9

3.1. LIFTING ANALYSIS ................................................................................................................................................ 9

3.2. DRAWINGS .............................................................................................................................................................. 10




Document No.:



1. INTRODUCTION

1.1. Project Description

The Te Giac Trang (TGT or White Rhinoceros) Field is located in the northern part of Block 16

1, in the Cuu Long Basin offshore Vietnam, it is about 100km southeast of Vung Tau shore

base, 20km northwest of the Bach Ho Field and 35km west of the Rang Dong Field.

Figure 1.1: TGT Field Location Map

TGT Field is divided into H1, H2, H3, H4 and H5 fault blocks. Hoang Long Joint Operating

Company (HLJOC) has commenced production from TGT Oil Field since 2011. Currently, the

field facilities of the TGT Field are summarized as follows:

A 16 slot H1-WHP is located in a water depth of 43.0 m (LAT) over the H1.1, H1.2 and

H2 areas;

A 16 slot H4-WHP is located in a water depth of 44.77 m (LAT) and middle of the H4

and H3N area;

A leased FPSO Armada TGT1 is located approximately 2 km southeast of H1-WHP, in a

water depth of 43.4 m (LAT);

A PLEM and connect subsea pipelines including 4x10 multiphase flow lines, a 10

water injection flow line and a 8 Gas-lift gas flow line between the H1-WHP and the

FPSO;

A 16 multiphase pipeline, a 8 water injection pipeline, a 6 gas-lift pipeline connecting

H4-WHP to H1-WHP with a length of 7km each;




Document No.:



An SSIV and a 8 subsea gas export pipeline from the PLEM to the tie-in point with the

12 Gas collection pipeline which is installed and operated by PetroVietnam Gas (PV

Gas);

The WHPs are normally unattended installations with independent power and control

systems;

There will be no processing on the WHPs, i.e. full well streams transferred to the FPSO

Armada TGT1 for processing, storing and export;

Oil export via by shuttle tanker.

Well stream fluids from H4-WHP are transported to H1-WHP via an infield pipeline, and then

commingled with well stream fluids from H1-WHP. Additionally, well stream fluids from Hai

Su Trang (HST) / Hai Su Den (HSD) Fields, Block 15-2/01, adjacent to Block 16-1 is also tied-

in H1-WHP. The commingled well stream fluids are sent to the FPSO for processing via four

multiphase 10 flow lines. A leased FPSO Armada TGT1 provides all processing facilities,

utilities and storage for export oil. The produced gas (less fuel gas) is exported to shore via 8

subsea gas export pipeline and the newly installed 12 Gas collection pipeline tied in to

existing STV-RD-BH pipeline. Injection water is supplied from the FPSO via a 10 carbon

steel pipeline. The Gas-lift gas is also supplied from FPSO via an 8 carbon steel pipeline.

Gas lift and water injection for HST/HSD Fields are also provided from FPSO via a gas lift and

a water injection pipelines.

The H5 project is an upstream project which includes a well head platform H5 and infield

pipeline system. One insulated 12 NPS pipeline is to transport well stream fluid from well

head platform H5 to H1 Riser Base for commingling with H1 fluids and onwards to FPSO for

stabilization and exporting, one 8 NPS pipeline is to transport water injection from well head

platform H4 to H5 for reservoir pressure maintenance and one 6 NPS pipeline is to transport

lift gas from H4 to H5 for gas lift application. It is preferred by COMPANY for subsea tie in

for water injection at tie in spools adjacent to H4 platform.

An overview of the Te Giac Trang Field Lay-out is shown in the Figure 1.2:




Document No.:



Figure 1.2: Te Giac Trang Field Lay-out

1.2. Definitions

Company Hoang Long Joint Operating Company (HLJOC)

Contractor PTSC Offshore Services Joint Stock Co. (PTSC POS)

1.3. Abbreviations

API RP-2A-WSD Recommended Practice for Planning, Designing, and Constructing

Fixed Offshore Platforms Working Stress Design

ASTM-ASD Manual of Steel Construction Allowable Stress Design, 9th Edition,

Jun 1989

1.4. Reference Documents

COMPANY DOCUMENTS

No. Documents No. Rev Document Title

1 TGT-N-H05-DW-1002 0 General Note & Drawing Index

2 TGT-N-H05-DW-1003 0 TGT Field Layout Drawing

3 TGT-N-H05-DW-1004 0 Platform Approach Drawing At H4-WHP






Document No.:



6 TGT-N-H05-DW-1010 0 Route Alignment Sheets - 12-Inch Production

Pipeline No. 3

7 TGT-N-H05-DW-1011 0 Route Alignment Sheets - 8-Inch Production Pipeline

No. 2


No. 1

9 TGT-N-H05-DW-1013 0 Inch Production Pipeline -Tie-In Spool General

Arrangement at H5-WHP

10 TGT-N-H05-DW-1014 0 12-Inch Production Pipeline -Tie-In Spool General


11 TGT-N-H05-DW-1015 0 8-Inch Water Injection Pipeline Tie-In Spool General




13 TGT-N-H05-DW-1017 0 6-Inch Gas Lift Pipeline Tie-In Spool General




15 TGT-N-H05-DW-1036 0 Flange Protector Details Drawing for 12 inches

Production Flanges

16 TGT-N-H05-DW-1051 0 Coating Cutback and Field Joint Coating Details

Drawing

17 TGT-S-H05-BOD-0001 0 H05 WHP Topsides Structural Basis of Design




Document No.:



CONSTRUCTOR DOCUMENT


1 POS-H5-S-LA-SP-001 A Lifting Arrangement 01 For 12 Spool At H5








`

MWS DOCUMENTS


1 Load out 1 LOCG-GEN-Guideline-001

1.5. Scope of Document

The purpose of this document is to detail the step by step procedure for load out spools from

site to vessel at PVC MS port. Total have 21 main part and some ben part of spool need load

out, the parts have long smaller than 15 m no need check by software. Appendix 1 will details

parts of spools.

PART OF SPOOLS

No. Descriptions Refer Drawing No.

1 12 inch spool at H5 TGT-N-H05-DW-1014_0, POS-H5-S-LA-SP-001_A








Document No.:



PART OF SPOOLS

No. Descriptions Refer Drawing No.




2. LOAD OUT PROCEDURE

2.1. Spools data

Spools data were descripted details at Company documents. They include pipe 12 inch, 10

inch, 8 inch, 6 inch with vary in long, vary in weight... Maximum weight (estimate 21 metric

tons) is 12 inch spool at H5 platform.

2.2. Procedure

The spools fabrication will be done at site (PVC MS port) and will be loaded out to vessel by

crane. Load out sequence for one spool table as below, other spools same it.

STEP BY STEP

No. Task Description Document

Refer

Rev

1 Prepare lift area

To clear all the equipment, cables, gas racks,

lighting posts, materials near lifting area and

in the way of the cranes.

Double check lifting gear to make sure that they

fully inspected according to the specification/

code/ standard.

Setting up working radius as per drawings

Way of crane shall be marking exactly

2 Lift spools from site to vessel by crane All document of

company &

Lastest

3 Put spools to final design location at vessel by crane




Document No.:



4 Release lifting gear before lashing all spools for

transportation

constructor

3. APPENDIX

3.1. Lifting Analysis




Document No.:

TGT-POS-S-H05-CA-0003 SPOOLS LIFTING ANALYSIS Page 2 of 54


Contents

1. INTRODUCTION ...................................................................................................................................................... 3

1.1. PROJECT DESCRIPTION ....................................................................................................................................... 3

1.2. DEFINITIONS ............................................................................................................................................................ 5

1.3. ABBREVIATIONS ..................................................................................................................................................... 5

1.4. REFERENCE DOCUMENTS ................................................................................................................................... 5

1.5. SCOPE OF DOCUMENT ......................................................................................................................................... 7

2. ANALYSIS PROCEDURE AND ASSUMPTIONS ................................................................................................. 8

2.1. PROCEDURE ............................................................................................................................................................. 8

2.2. MODELING AND LOAD INPUT ............................................................................................................................ 8

2.3. ANALYSIS LOADING CONDITIONS ................................................................................................................... 8

2.4. DESIGN CODES, STANDARD AND SPECIFICATIONS .................................................................................... 8

3. BASIS LOAD CASE AND COMBINATIONS ........................................................................................................ 9

3.1 GRAVITY LOAD .............................................................................................................................................................. 9 3.2 DYNAMIC AMPLIFICATION FACTOR (DAF) ................................................................................................................... 11 3.3 SPOOLS LIFTING ANALYSIS FOR LOAD OUT CONDITION .................................................................................................. 11 3.4 LOAD COMBINATION MATRIX ...................................................................................................................................... 15

4. ANALYSIS RESULTS ............................................................................................................................................. 16

APPENDIX ........................................................................................................................................................................ 18

APPENDIX 1: SACS MODEL INPUT FILE ...................................................................................................................... 19 APPENDIX 1.1: 12 SPOOL AT H5 MODEL ................................................................................................................... 20 APPENDIX 1.2: 10 SPOOL AT H1 MODEL ................................................................................................................... 24 APPENDIX 1.3: 8 SPOOL AT H4 MODEL ..................................................................................................................... 27 APPENDIX 1.4: 8 SPOOL AT H4 MODEL ..................................................................................................................... 30 APPENDIX 1.5: 8 SPOOL AT H5 MODEL ..................................................................................................................... 33 APPENDIX 1.6: 6 SPOOL AT H4 MODEL ..................................................................................................................... 37 APPENDIX 1.7: 6 SPOOL AT H4 MODEL ..................................................................................................................... 40 APPENDIX 1.8: 6 SPOOL AT H5 MODEL ..................................................................................................................... 43 APPENDIX 2: SACS OUTPUT FILE ................................................................................................................................. 46 APPENDIX 2.1: UC OF 12 SPOOL AT H5 ...................................................................................................................... 47 APPENDIX 2.2: UC OF 10 SPOOL AT H1 ...................................................................................................................... 48 APPENDIX 2.3: UC OF 8 SPOOL AT H4 ........................................................................................................................ 49 APPENDIX 2.4: UC OF 8 SPOOL AT H4 ........................................................................................................................ 50 APPENDIX 2.5: UC OF 8 SPOOL AT H5 ........................................................................................................................ 51 APPENDIX 2.6: UC OF 6 SPOOL AT H4 ........................................................................................................................ 52 APPENDIX 2.7: UC OF 6 SPOOL AT H4 ........................................................................................................................ 53 APPENDIX 2.8: UC OF 6 SPOOL AT H5 ........................................................................................................................ 54




Document No.:



1. INTRODUCTION

1.1. Project Description

The Te Giac Trang (TGT or White Rhinoceros) Field is located in the northern part of Block 16

1, in the Cuu Long Basin offshore Vietnam, it is about 100km southeast of Vung Tau shore

base, 20km northwest of the Bach Ho Field and 35km west of the Rang Dong Field.

Figure 1.1: TGT Field Location Map

TGT Field is divided into H1, H2, H3, H4 and H5 fault blocks. Hoang Long Joint Operating

Company (HLJOC) has commenced production from TGT Oil Field since 2011. Currently, the

field facilities of the TGT Field are summarized as follows:

A 16 slot H1-WHP is located in a water depth of 43.0 m (LAT) over the H1.1, H1.2 and

H2 areas;

A 16 slot H4-WHP is located in a water depth of 44.77 m (LAT) and middle of the H4

and H3N area;

A leased FPSO Armada TGT1 is located approximately 2 km southeast of H1-WHP, in a

water depth of 43.4 m (LAT);

A PLEM and connect subsea pipelines including 4x10 multiphase flow lines, a 10

water injection flow line and a 8 Gas-lift gas flow line between the H1-WHP and the

FPSO;

A 16 multiphase pipeline, a 8 water injection pipeline, a 6 gas-lift pipeline connecting

H4-WHP to H1-WHP with a length of 7km each;




Document No.:



An SSIV and a 8 subsea gas export pipeline from the PLEM to the tie-in point with the

12 Gas collection pipeline which is installed and operated by PetroVietnam Gas (PV

Gas);

The WHPs are normally unattended installations with independent power and control

systems;

There will be no processing on the WHPs, i.e. full well streams transferred to the FPSO

Armada TGT1 for processing, storing and export;

Oil export via by shuttle tanker.

Well stream fluids from H4-WHP are transported to H1-WHP via an infield pipeline, and then

commingled with well stream fluids from H1-WHP. Additionally, well stream fluids from Hai

Su Trang (HST) / Hai Su Den (HSD) Fields, Block 15-2/01, adjacent to Block 16-1 is also tied-

in H1-WHP. The commingled well stream fluids are sent to the FPSO for processing via four

multiphase 10 flow lines. A leased FPSO Armada TGT1 provides all processing facilities,

utilities and storage for export oil. The produced gas (less fuel gas) is exported to shore via 8

subsea gas export pipeline and the newly installed 12 Gas collection pipeline tied in to

existing STV-RD-BH pipeline. Injection water is supplied from the FPSO via a 10 carbon

steel pipeline. The Gas-lift gas is also supplied from FPSO via an 8 carbon steel pipeline.

Gas lift and water injection for HST/HSD Fields are also provided from FPSO via a gas lift and

a water injection pipelines.

The H5 project is an upstream project which includes a well head platform H5 and infield

pipeline system. One insulated 12 NPS pipeline is to transport well stream fluid from well

head platform H5 to H1 Riser Base for commingling with H1 fluids and onwards to FPSO for

stabilization and exporting, one 8 NPS pipeline is to transport water injection from well head

platform H4 to H5 for reservoir pressure maintenance and one 6 NPS pipeline is to transport

lift gas from H4 to H5 for gas lift application. It is preferred by COMPANY for subsea tie in

for water injection at tie in spools adjacent to H4 platform.

An overview of the Te Giac Trang Field Lay-out is shown in the Figure 1.2:




Document No.:



Figure 1.2: Te Giac Trang Field Lay-out

1.2. Definitions

Company Hoang Long Joint Operating Company (HLJOC)

Contractor PTSC Offshore Services Joint Stock Co. (PTSC POS)

1.3. Abbreviations

API RP-2A-WSD Recommended Practice for Planning, Designing, and Constructing

Fixed Offshore Platforms Working Stress Design

ASTM-ASD Manual of Steel Construction Allowable Stress Design, 9th Edition,

Jun 1989

1.4. Reference Documents

COMPANY DOCUMENTS


1 TGT-N-H05-DW-1002 0 General Note & Drawing Index

2 TGT-N-H05-DW-1003 0 TGT Field Layout Drawing







Document No.:



6 TGT-N-H05-DW-1010 0 Route Alignment Sheets - 12-Inch Production

Pipeline No. 3


No. 2


No. 1

9 TGT-N-H05-DW-1013 0 Inch Production Pipeline -Tie-In Spool General


10 TGT-N-H05-DW-1014 0 12-Inch Production Pipeline -Tie-In Spool General










15 TGT-N-H05-DW-1036 0 Flange Protector Details Drawing for 12 inches

Production Flanges

16 TGT-N-H05-DW-1051 0 Coating Cutback and Field Joint Coating Details

Drawing

17 TGT-S-H05-BOD-0001 0 H05 WHP Topsides Structural Basis of Design




Document No.:



CONSTRUCTOR DOCUMENTS

No. Document No. Rev. Document Title

1 POS-H5-S-LA-SP-001 B0 Lifting Arrangement 01 For 12 Spool At H5








1.5. Scope of Document

This report documents the lifting analysis for the details engineering design of TGT-H5

Topside and Pipeline T&I. The following lifting calculations were performed for part of

Spools with long dimension more than 15m. With part of Spools smaller than 15m no need

recheck by SACS Software.

PART OF SPOOLS

No. Descriptions Referent Drawings No.

1 12 inch spool at H5 TGT-N-H05-DW-1014, POS-H5-S-LA-SP-001.











Document No.:



2. ANALYSIS PROCEDURE AND ASSUMPTIONS

2.1. Procedure

The analysis was carried out based on the following steps:

Structural model and simulation of structural behavior.

Loads and simulation of load effects.

Load combinations.

Joint and member checks in accordance with relevant design codes.

The software used for the analysis is SACS Program Version 5.6.

2.2. Modeling and Load input

The SACS models used for Spools lifting analysis is molded by SACS software. The model

thus consists of the following main components:

Part of spool 12, 10, 8, 6 at H5, H4, H1 Well Head Platform.

A hook point shall be created above the COG, with the longest sling making a minimum 60

degrees sling angle to horizontal plane.

2.3. Analysis Loading Conditions

Two one loading conditions are considered for the analysis, as follows:

1) One hook analysis, connected to padeye (with DAF of 2.00 for members)

2) One hook analysis, not connected to padeye (with DAF of 1.35 for members)

to differentiate results between different DAF.

2.4. Design Codes, Standard and Specifications

The structure is designed to satisfy the Working Stress Design (WSD) requirements and is

performed in accordance with the following:

No. Document No. Document Title

1 API RP-2A-WSD, 21

st Edition,

Dec 2000

Recommended Practice for Planning,

Designing, and Constructing Fixed Offshore

Platforms Working Stress Design

2 AISC Manual of Steel

Construction Allowable Stress

Design, 9th Edition, Jun 1989

Specification for Structural Steel Building

Allowable Stress Design and Plastic Design




Document No.:



3. BASIS LOAD CASE AND COMBINATIONS

3.1 Gravity Load

Basic gravity load cases for part of Spools analysis are tabulated in table below. Rigging load is

adopted from the drawings POS-H5-S-LA-SP-001, POS-H5-S-LA-SP-002, POS-H5-S-LA-SP-

003, POS-H5-S-LA-SP-004, POS-H5-S-LA-SP-005, POS-H5-S-LA-SP-006, POS-H5-S-LA-

SP-007, POS-H5-S-LA-SP-008.

Table 3.1: Gravity Load Cases of a part spool 12 at H5

No. LC Description Fz (kN) Contingency Fz (kN)

1

1 Computer Generated Self-weight -67.11 1.15 -77.81

2 Appurtenances -102.34 1.15 -117.69

3 Rigging Weight -2.50 1.00 -2.50

Subtotal -197.4



2


2 Appurtenances -9.85 1.15 -11.31

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -73.36



3


2 Appurtenances -24.88 1.15 -28.61

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -73.51




Document No.:





4


2 Appurtenances -16.90 1.15 -19.44

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -61.36



5


2 Appurtenances -40.11 1.15 -46.15

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -117.32



6


2 Appurtenances -23.31 1.15 -26.81

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -58.23



7


2 Appurtenances -26.61 1.15 -30.60

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -64.66




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8


2 Appurtenances -22.97 1.15 -26.42

3 Rigging Weight -2.00 1.00 -2.00

Subtotal -63.31

3.2 Dynamic Amplification Factor (DAF)

Dynamic amplification factor (DAF) of 1.35 and 2.00 shall be applied to the factored lift

weight. Structural members attached directly to the pad eye will be designed against DAF of

2.00 while other structural members will only be checked against DAF of 1.35.

3.3 Spools lifting analysis for load out condition

The lifting analysis for spools was has two slings lifting arrangement will be used. Appendix 1

is detailed SACS input file. The lifting analysis model is showed follow figure.

Figure 3.1: 12 Spool At H5 Lift Configuration




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3.4 Load Combination Matrix

Table 3.3: Load Combination for Lifting Analysis

Basic Load Case Load Combinations for Lifting Analysis

BC 1.35 2.00

1 Computer Generated Self-weight 1.150 1.5525 2.300

2 Appurtenances Weight 1.150 1.5525 2.300

3 Rigging Weight 1.000 1.3500 2.000




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4. ANALYSIS RESULTS

The analysis results indicate that the spools structure is adequately designed for onshore. Unity

checks (UC) for all members are below 1.00. A summary of results are given in Table 4.1; 4.2;

4.3; 4.4; see Appendix 2 for more details.

Table 4.1: Maximum Sling Forces

No. Description Sling Member LOAD CASE

BC (kN) DAF 1.35 (kN) DAF 2.00 (kN)

1 12 spool at H5 0017-SL01 60.2 81.3 120.4

0016-SL02 49.6 67.0 99.2

2 10 spool at H1 SL01-HOOK 41.6 56.2 83.2

0004-SL01 24.8 33.5 49.6

3 8 spool at H4 SL01-HOOK 42.6 57.5 85.2

0008-SL01 26.2 35.4 52.4

4 8 spool at H4 SL01-HOOK 37.9 51.2 75.8

0014-SL01 18.5 25.0 37.0

5 8 spool at H5 SL02-HOOK 72.1 97.3 144.2

0013-SL02 34.6 46.7 69.2

6 6 spool at H4 SL01-HOOK 35.4 47.8 70.8

SL08-SL01 21.0 28.4 42.0

7 6 spool at H4 SL01-HOOK 38.2 51.6 76.4

0009-SL02 29.1 39.3 58.2

8 6 spool at H5 SL02-HOOK 37.3 50.4 74.6

SL02-SL07 18.2 24.6 36.4

Table 4.2: Maximum Joint Unity Check Of Spool

No. Description Member No. Description Group Member Max. UC

Load Case UC

1 12 spool at H5 0004-0005 323.9 x 20.6 324 2.00 0.08

0002-0010 323.9 x 20.6 324 2.00 0.08

2 10 spool at H1 0000-1005 273.1 x 20.6 273 2.00 0.06

0000-1007 273.1 x 20.6 273 2.00 0.05

3 8 spool at H4 0001-0008 219.1 x 20.6 219 2.00 0.04

0002-0003 219.1 x 20.6 219 2.00 0.03

4 8 spool at H4 0003-0004 219.1 x 20.6 219 2.00 0.05

0004-0005 219.1 x 20.6 219 2.00 0.05

5 8 spool at H5 0004-0005 219.1 x 20.6 219 2.00 0.10

0005-0006 219.1 x 20.6 219 2.00 0.10

6 6 spool at H4 0003-SL08 168.3 x 12.7 168 2.00 0.23




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No. Description Member No. Description Group Member Max. UC

Load Case UC

0002-SL06 168.3 x 12.7 168 2.00 0.12

7 6 spool at H4 0002-0009 168.3 x 12.7 168 2.00 0.26

0003-SL06 168.3 x 12.7 168 2.00 0.21

8 6 spool at H5 0006-SL07 168.3 x 12.7 168 2.00 0.10

0006-0007 168.3 x 12.7 168 2.00 0.09




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APPENDIX




Document No.:



APPENDIX 1: SACS MODEL INPUT FILE

(27 pages)




Document No.:



APPENDIX 1.1: 12 SPOOL AT H5 MODEL

(04 pages)




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LDOPT NF+Z1.0250007.850000 GLOBMN CMB

****************************************************************************

******************TE GIAC TRANG FILED DEVELOPMENT PROJECT*******************

**************PROVISION OF TRANSPORTATION AND INSTALLATION FOR**************

***********************WHP-H5 TOPSIDE AND PIPELINES*************************

****************************************************************************

OPTIONS MN 1 1

SECT

SECT 323.9 TUB 32.3902.060

GRUP

GRUP 324 323.9 20.008.000450.0 1 1.001.00 0.500 7.8500

GRUP SLI 5.000 2.490 20.008.00024.80 1 1.001.00 0.500 7.8500

GRUP SPR 16.830 1.270 20.008.00024.80 1 1.001.00 0.500 7.8500

MEMBER

MEMBER 00000001 324

MEMBER 00010002 324

MEMBER 00020003 324

MEMBER 00030004 324

MEMBER 00040005 324

MEMBER 00050006 324

MEMBER 00060017 324

MEMBER 00070008 324

MEMBER 00080018 324

MEMBER 00090010 324

MEMBER 00110013 324

MEMBER 00120007 324

MEMBER 00130012 324

MEMBER 00140011 324

MEMBER 00150016 324

MEMBER 00160009 324

MEMBER 00170014 324

MEMBER 00180019 324

MEMBER 00190015 324

MEMBER 0002SL01 SLI T





JOINT

JOINT 0000 -13. 10. 1. -1.100 73.000 15.800

JOINT 0001 -11. 10. 1.-74.600 73.000 15.800

JOINT 0002 -9. 10. 0.-52.900 73.000 -7.000

JOINT 0003 -8. 10. 0.-12.500 73.000 -7.000 110000

JOINT 0003 10.000 10.000 ELASTI

JOINT 0004 -3. 10. 0.-63.000 73.000 -7.000

JOINT 0005 -1. 10. 0.-41.001 73.000 -7.000

JOINT 0006 0. 7. 0.-66.977 96.745 -7.000

JOINT 0007 2. -2. 0. 19.277-71.569 -7.000 110000

JOINT 0007 10.000 10.000 ELASTI

JOINT 0008 2. -3. 0. 46.711-73.957 -7.000

JOINT 0009 5. -14. 0. 32.965-42.271 -7.000 110000

JOINT 0009 10.000 10.000 ELASTI

JOINT 0010 5. -15. 0. 64.981-61.756 -7.000

JOINT 0011 0. 2. 0. 76.150 62.588 -7.000 110000

JOINT 0011 10.000 10.000 ELASTI

JOINT 0012 1. 1. 0. 2.032 65.995 -7.000




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JOINT 0013 0. 2. 0. 89.091 14.291 -7.000

JOINT 0014 0. 3. 0. 63.209 10.884 -7.000

JOINT 0015 4. -11. 0. 63.084-81.471 -7.000

JOINT 0016 4. -13. 0. 98.025-11.871 -7.000

JOINT 0017 0. 4. 0. 37.328 7.477 -7.000

JOINT 0018 2. -4. 0. 72.593-70.550 -7.000

JOINT 0019 2. -5. 0. 98.475-67.142 -7.000

JOINT SL01 -2. 6. 9.-91.527 69.735 FIXED

JOINT SL02 2. -8. 9. 99.912-27.741 FIXED

LOAD

LOADCN 1

LOADLB1 COMPUTER GENERATED SELFWEIGHT

DEAD

DEAD -Z M

LOADCN 2

LOAD Z 00000001 -0.1200 -0.1200 GLOB UNIF 3PUF








LOAD Z 00030004 -3.3100 -3.3100 GLOB UNIF CONCRETE

LOAD 0010 -4.7700 GLOB JOIN FLANGE
























LOADCN 3

LOAD 0002 -0.5000 GLOB JOIN RIGGING





LCOMB

LCOMB BC 11.1500 21.1500 3 1.




Document No.:



LCOMB 1.35 BC 1.3500

LCOMB 2.00 BC 2.0000

END




Document No.:




(03 pages)




Document No.:




****************************************************************************




****************************************************************************

OPTIONS MN 1 1

SECT

SECT 273 TUB 27.3102.060

GRUP

GRUP 273 273 20.008.000450.0 1 1.001.00 0.500 7.8490

GRUP SLI 5.000 2.490 20.008.00024.80 1 1.001.00 0.500 7.8500

GRUP SPR 16.830 1.270 20.008.00024.80 1 1.001.00 0.500 7.8500

MEMBER

MEMBER 00001005 273

MEMBER 00021006 273

MEMBER 00040003 273

MEMBER 00040005 273

MEMBER 10050004 273

MEMBER 10061007 273

MEMBER 10070000 273





MEMBER SL01HOOK SLI T


MEMBER COG SL01 SPR

MEMBER 1003SL02 SPR

MEMBER SL011002 SPR

MEMBER SL02COG SPR

JOINT

JOINT COG 6. 2. 11. 53.000 96.000

JOINT 0000 0. 0. 0.

JOINT 0002 0. 11. 0. 97.100

JOINT 0003 18. 0. 0. 7.330

JOINT 0004 14. 0. 0. 84.530 110000

JOINT 0004 10.000 10.000 ELASTI

JOINT 0005 13. 0. 1. 29.430 6.700

JOINT 1002 9. 1. 11. 37.542 92.436

JOINT 1003 3. 3. 11. 68.465 99.564

JOINT 1005 8. 0. 0. 84.530 110000

JOINT 1005 10.000 10.000 ELASTI

JOINT 1006 0. 8. 0. 50.000 110000

JOINT 1006 10.000 10.000 ELASTI

JOINT 1007 0. 1. 0. 50.000 110000

JOINT 1007 10.000 10.000 ELASTI

JOINT HOOK 6. 2. 16. 53.000 96.000 50.000 FIXED

JOINT SL01 9. 2. 11. 15.930 0.302 110000

JOINT SL02 3. 3. 11. 90.079 91.698 110000

LOAD

LOADCN 1


DEAD

DEAD -Z M

LOADCN 2




Document No.:












LOADCN 3





LCOMB

LCOMB BC 11.1500 21.1500 3 1.

LCOMB 1.35 BC 1.3500

LCOMB 2.00 BC 2.0000

END




Document No.:




(03 pages)




Document No.:




****************************************************************************




****************************************************************************

OPTIONS MN 1 1

SECT

SECT 219.1 TUB 21.9102.060

GRUP

GRUP 219 219.1 20.008.000450.0 1 1.001.00 0.500 7.8490

GRUP SLI 5.000 2.490 20.008.00024.80 1 1.001.00 0.500 7.8500

GRUP SPR 16.830 1.270 20.008.00024.80 1 1.001.00 0.500 7.8500

MEMBER

MEMBER 00010008 219

MEMBER 00020003 219

MEMBER 00030006 219

MEMBER 00040005 219

MEMBER 00050002 219

MEMBER 00060007 219

MEMBER 00070010 219

MEMBER 00080009 219

MEMBER 00090000 219

MEMBER 00100001 219







MEMBER COG SL01 SPR

MEMBER SL01SL03 SPR

MEMBER SL02COG SPR

MEMBER SL04SL02 SPR

JOINT

JOINT COG 14. 0. 6. 69.000-13.000

JOINT 0000 26. 0. 1. 88.601 49.500

JOINT 0001 19. 0. 0. 7.000 110000

JOINT 0001 100.000100.000 ELASTI

JOINT 0002 6. 0. 0. 84.200

JOINT 0003 9. 0. 0. 22.950 110000

JOINT 0003 100.000100.000 ELASTI

JOINT 0004 0. 0. 0. -0.001

JOINT 0005 2. 0. 0. 6.700 110000

JOINT 0005 100.000100.000 ELASTI

JOINT 0006 11. 0. 0. 61.700

JOINT 0007 13. 0. 0. 42.000

JOINT 0008 24. 0. 0. 72.000 110000

JOINT 0008 100.000100.000 ELASTI

JOINT 0009 26. 0. 0. 33.201

JOINT 0010 16. 0. 0. 24.500

JOINT HOOK 14. 0. 10. 69.000-13.000 90.000 FIXED

JOINT SL01 17. 0. 6. 48.800-13.000 110000

JOINT SL02 11. 0. 6. 89.200-13.000 110000

JOINT SL03 17. 0. 6. 71.800-13.000

JOINT SL04 11. 0. 6. 66.200-13.000




Document No.:



LOAD

LOADCN 1


DEAD

DEAD -Z M

LOADCN 2


















LOADCN 3





LCOMB

LCOMB BC 1 1.15002 1.15003 1.0000

LCOMB 1.35 BC 1.3500

LCOMB 2.00 BC 2.0000

END




Document No.:




(03 pages)




Document No.:




****************************************************************************




****************************************************************************

OPTIONS MN 1 1

SECT

SECT 219.1 TUB 21.9102.060

GRUP

GRUP 291 219.1 20.008.000450.0 1 1.001.00 0.500 7.8490

GRUP SLI 5.000 2.490 20.008.00024.80 1 1.001.00 0.500 7.8500

GRUP SPR 16.830 1.270 20.008.00024.80 1 1.001.00 0.500 7.8500

MEMBER

MEMBER 00000002 291

MEMBER 00010003 291

MEMBER 00020014 291

MEMBER 00030004 291

MEMBER 00040005 291

MEMBER 00050006 291

MEMBER 00050013 291

MEMBER 00070001 291

MEMBER 00110009 291

MEMBER 00120015 291

MEMBER 00130012 291

MEMBER 00140007 291

MEMBER 00150011 291







MEMBER COG SL02 SPR

MEMBER 0010SL01 SPR

MEMBER SL01COG SPR

MEMBER SL020008 SPR

JOINT

JOINT COG 0. 0. 6.

JOINT 0000 -7. -2. 0.-81.000-75.000

JOINT 0001 0. -2. 0. 93.900-75.000

JOINT 0002 -7. -2. 0.-12.800-75.000 110000

JOINT 0002 10.000 10.000 ELASTI

JOINT 0003 1. -2. 0. 93.900-75.000

JOINT 0004 3. -2. 0. 88.500-75.000

JOINT 0005 3. 0. 0. 88.500 51.700

JOINT 0006 6. 0. 1. 93.600 51.700 5.000

JOINT 0007 0. -2. 0. -6.100-75.000

JOINT 0008 2. 2. 6. 14.112 14.112

JOINT 0009 3. 8. 0. 88.500 58.200

JOINT 0010 -2. -2. 6.-14.112-14.112

JOINT 0011 3. 7. 0. 88.500 58.200

JOINT 0012 3. 2. 0. 88.500 51.700

JOINT 0013 3. 1. 0. 88.500 51.700 110000

JOINT 0013 10.000 10.000 ELASTI

JOINT 0014 -1. -2. 0. -6.100-75.000 110000




Document No.:



JOINT 0014 10.000 10.000 ELASTI

JOINT 0015 3. 6. 0. 88.500 58.200 110000

JOINT 0015 10.000 10.000 ELASTI

JOINT HOOK 0. 0. 10. 50.000 FIXED

JOINT SL01 -1. -1. 6.-97.849-97.848 110000

JOINT SL02 1. 1. 6. 97.849 97.848 110000

LOAD

LOADCN 1


DEAD

DEAD -Z M

LOADCN 2





LOAD 0000 -3.8260 GLOB JOIN CONCRETE

LOAD 0009 -3.8260 GLOB JOIN CONCRETE














LOADCN 3





LCOMB

LCOMB BC 11.1500 21.1500 3 1.

LCOMB 1.35 BC 1.3500

LCOMB 2.00 BC 2.0000

END




Document No.:




(04 pages)




Document No.:




****************************************************************************




****************************************************************************

OPTIONS MN 1 1

SECT

SECT 219.1 TUB 21.9102.060

GRUP

GRUP 291 219.1 20.008.000450.0 1 1.001.00 0.500 7.8490

GRUP SLI 5.000 2.490 20.008.00024.80 1 1.001.00 0.500 7.8500

GRUP SPR 16.830 1.270 20.008.00024.80 1 1.001.00 0.500 7.8500

MEMBER

MEMBER 00000001 291

MEMBER 00010002 291

MEMBER 00020003 291

MEMBER 00030020 291

MEMBER 00040005 291

MEMBER 00050006 291

MEMBER 00060019 291

MEMBER 00080007 291

MEMBER 00090013 291

MEMBER 00100009 291

MEMBER 00110016 291

MEMBER 00120017 291

MEMBER 00130012 291

MEMBER 00140004 291

MEMBER 00150014 291

MEMBER 00160007 291

MEMBER 00170008 291

MEMBER 00180015 291

MEMBER 00190011 291

MEMBER 00200021 291

MEMBER 00210018 291







MEMBER COG SL01 SPR

MEMBER SL01SL03 SPR

MEMBER SL02COG SPR

MEMBER SL04SL02 SPR

JOINT

JOINT COG 0. 0. 19. -1.000-10.000

JOINT 0000 -15. 8. 1.-51.400 89.000 29.200

JOINT 0001 -14. 8. 1.-38.900 89.000 29.200

JOINT 0002 -11. 8. 0.-95.900 89.000 110000

JOINT 0002 10.000 10.000 ELASTI

JOINT 0003 -10. 8. 0.-51.900 89.000

JOINT 0004 0. 8. 0.-96.600 89.000 110000

JOINT 0004 10.000 10.000 ELASTI

JOINT 0005 0. 8. 0. 72.999 89.000

JOINT 0006 1. 6. 0. 28.026 83.644




Document No.:



JOINT 0007 4. -4. 0. 20.491 -7.852

JOINT 0008 4. -4. 0. 41.455-86.092

JOINT 0009 7. -15. 0. 33.921-77.588

JOINT 0010 7. -16. 0. 63.970-89.732

JOINT 0011 2. 1. 0. 74.259 37.896

JOINT 0012 5. -10. 0. 87.688-31.840

JOINT 0013 6. -13. 0. 60.805 -4.714 110000

JOINT 0013 10.000 10.000 ELASTI

JOINT 0014 -1. 8. 0.-96.600 89.000

JOINT 0015 -2. 8. 0.-96.600 89.000

JOINT 0016 3. -1. 0. 47.375-34.978 110000

JOINT 0016 10.000 10.000 ELASTI

JOINT 0017 5. -7. 0. 14.572-58.966

JOINT 0018 -3. 8. 0.-96.600 89.000

JOINT 0019 2. 4. 0. 1.143 10.770

JOINT 0020 -9. 8. 0.-51.900 89.000

JOINT 0021 -8. 8. 0.-51.900 89.000

JOINT HOOK 0. 0. 24. 1.000-10.000 5.000 FIXED

JOINT SL01 -1. 2. 18.-19.249 43.585 99.832 110000

JOINT SL02 1. -2. 19. 17.256-63.586 0.168 110000

JOINT SL03 -1. 2. 18.-28.970 64.429 99.819