cg mbl 50 500 004940 rigid jumper lifting analysis

Acergy West Africa SASU TOTAL E&P CONGO – MOHO BILONDO UFL

Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis of 25

This is an electronically generated document which has been reviewed and approved in accordance with Acergy’s Management System. An audit trail of review and approval is available within the electronic system. The screen version of this document is the CONTROLLED COPY at all times. When printed it is considered a FOR INFORMATION ONLY copy, and it is the holder’s responsibility that he / she holds the latest valid version. ©, Acergy Or A Subsidiary Thereof, Copyright 2006 And Design Right Reserved. Copying And/Or Disclosure Of The Confidential Information Contained Herein Is Prohibited Without Written Permission Of The Proprietor. VERSION RECORD SHEET

Version Issue Date Purpose List of updated/modified

sections if any

AA Nov.29.07 Internal Discipline Check (IDC) -

00 Dec.06.07 Issued For Review (IFR) -

01 Jan.18.08 Issued For Approval (IFA) Completely updated

02 Fev.12.08 Approved For Construction (AFC) Jumper P214 added.

03 Feb.27.08 Approved For Construction (AFC) Rigging arrangement of Jumper P214

updated

Answer to Company’s comments on Rev 02 General comment Lifting configuration of Jumper P214 updated.

NOTE: All changes in the document are highlighted with a vertical black line in the document left margin.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


TABLE OF CONTENTS

VERSION RECORD SHEET........................................................................................2 TABLE OF CONTENTS .........................................................................................3

1. INTRODUCTION ...............................................................................................3 1.1 PURPOSE OF THE DOCUMENT................................................................................3 1.2 SOFTWARE ...................................................................................................3 1.3 ABBREVIATION ...............................................................................................3 1.4 REFERENCES .................................................................................................3

2. SUMMARY AND CONCLUSIONS.........................................................................3 2.1 SUMMARY.....................................................................................................3 2.2 CONCLUSIONS ...............................................................................................3

3. DESIGN BASIS .................................................................................................3 3.1 GENERAL .....................................................................................................3 3.2 ASSUMPTIONS ...............................................................................................3 3.3 ALLOWABLE STRESSES ......................................................................................3 3.4 PIPE WEIGHT .................................................................................................3 3.5 ANODE WEIGHT ..............................................................................................3 3.6 CONTINGENCIES .............................................................................................3 3.7 WEIGHT REPORT .............................................................................................3 3.8 LIFTING CONFIGURATION & STRUCTURES ELEVATION....................................................3 3.9 CENTRE OF GRAVITY AND TILT ANGLE .....................................................................3 3.10 STEEL PROPERTIES ..........................................................................................3 3.11 LOAD FACTORS...............................................................................................3

4. FASTRUDL MODEL............................................................................................3 4.1 BOUNDARY CONDITIONS ....................................................................................3 4.2 BUCKLING LENGTH...........................................................................................3 4.3 SLING MODELLING...........................................................................................3 4.4 ELEMENTARY LOAD CASE....................................................................................3 4.5 LOAD COMBINATIONS .......................................................................................3

5. RESULTS ..........................................................................................................3 5.1 DYNAMIC HOOK LOAD .......................................................................................3 5.2 SLING FORCES ...............................................................................................3 5.3 STRUCTURAL MEMBER CHECK...............................................................................3

6. CHECK OF LIFTING POINT................................................................................3 6.1 DESIGN CRITERIA............................................................................................3 6.2 RESULTS......................................................................................................3

APPENDIX I – JUMPER P116 – FMC DESIGN DRAWINGS

APPENDIX II – JUMPER P112 – FMC DESIGN DRAWINGS

APPENDIX III – JUMPER P214 – FMC DESIGN DRAWINGS

APPENDIX IV – ACY SPREADER FRAME DRAWINGS

APPENDIX V – JUMPER P116 – COMPUTER MODEL PLOTS


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


APPENDIX VI – JUMPER P112 – COMPUTER MODEL PLOTS

APPENDIX VII – JUMPER P214 – COMPUTER MODEL PLOTS

APPENDIX VIII – JUMPER P116 – NSO RESULTS FILE

APPENDIX IX – JUMPER P112 – NSO RESULTS FILE

APPENDIX X – JUMPER P214 – NSO RESULTS FILE

APPENDIX XI – CHECK OF LIFTING POINT


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


1. INTRODUCTION

1.1 PURPOSE OF THE DOCUMENT

Purpose of this document is to perform structural check of following structures during their offshore lifting and their lowering into water (reference [33]): - Acergy spreader frame + FMC Jumper P116 (See Appendices I & IV) - Acergy spreader frame + FMC Jumper P112 (See Appendices II & IV) - Acergy spreader frame + FMC Jumper P214 (See Appendices III & IV) - Acergy spreader frame + FMC Jumper P214 with new rigging arrangement (See

Appendix XII). FMC requested an additional lifting point on Jumper P214 near X-mas tree termination head. As a consequence, two slings have been added (see figures §3.8.4). Details of new rigging arrangement is presented in drawing “DWG SK-INS-628 rev1.0”, see Appendix XII. It should be noted that Jumper P116 results presented in the report have been kept for information only and are not applicable because Jumper P116 installation is cancelled.

1.2 SOFTWARE

Jumpers are modelled using FASTRUDL version V6.8.7 to check the structure for global lifting strength.

1.3 ABBREVIATION

ACY ACERGY API American Petroleum Institute AISC American Institute of Steel Construction ASD Allowable Stress Design CoG Centre of Gravity DAF Dynamic Amplification Factor ULS Ultimate Limit State OE Oil Export LF Load Factor LAT Lowest Astronomical Tide MFM Multi Flow Meter ROV Remote Operating Vehicle SF Safety Factor WSD Work Stress Design


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


1.4 REFERENCES

1.4.1 Standard rules & guidelines

No Document Title Issue

11. AISC: Specification for Structural Steel Building: Allowable Stress Design

9th edition, June 1989

12. DNV: “Rules for the design construction and inspection of offshore structure”

May 1st, 1977

13. AWS D1.1 Structural Welding Code 19th edition 14. Roark formulas J. Roark & C. Young

Formulas for Stress and Strain 7th edition

15. API RP 2A WSD Recommended Practise for Planning Design and construction of Fixed Offshore Platforms, Working Stress Design

21st edition December 2000

1.4.2 Customer documents

No Document Title Issue 21. GS STR101

Design of offshore jacket and subsea structures.

Rev 04 October 2004

22 GS STR 201 Material for offshore steel structures

Rev 03 October 2004

23. GS STR401 Load out, sea-fastening, transportation and installation of offshore structures

Rev 02 October 2003

24 GS STR001 Weight monitoring and weighing offshore units

Rev03 October 2003

1.4.3 Contractor documents

No Document Title Issue 31. CG-MBL-50-500-001000

Detailed Design Basis Rev 06 21 Jun 2007

32. CG-MBL-50-500-001550 Structural Design Brief

Rev 04 19 Nov 2007

33 CG-MBL-50-500-003400 Rigid jumper installation procedure

Rev 02 Feb 08

1.4.4 Others documents

No Document Title Issue 41. FMC-DU600029593

Moho – Well Jumper P112 – General Arrangement

Rev B 28-11-07

42. FMC-DU60032180 Moho – Well Jumper P214 – General Arrangement

Rev A 30-01-08


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


2. SUMMARY AND CONCLUSIONS

2.1 SUMMARY

FMC drawings of jumpers P112, P116 and P214 are presented in Appendices I, II and III. ACY Spreader frame drawings are presented in Appendix IV & XII. Jumpers and spreader frame are checked for the following different lifting configurations: 1. Lifting in air: Jumpers are flooded and spreader frames are empty 2. Lifting in water: Jumpers and spreader frames are flooded

2.2 CONCLUSIONS

Jumpers and spreader frame can withstand the forces transmitted by installation operations. Following table give maximum API ratios

Type of verification

Acy Spreader

Frame

Jumper P112

Jumper P116

Jumper P214

Member ratio 0.96 0.76 0.82 0.86

Joint ratio 0.43 -- -- --

The below tables give for Jumpers, maximum static sling forces and maximum dynamic hook load (with load factor = 2.0) for the different lifting configurations.

Jumper P116 Max static force in UPPER slings*(T)

Max static force in LOWER slings*(T)

Max dynamic hook load, LF=2.0 (T)

Lift in air 21.50 4.98 97.50

Lift into water 16.43 3.51 76.67




Lift in air 17.92 3.85 93.04





Lift in air 18.12 4.04 96.46


* Note: Slings arrangement is the following • - Upper slings between hook and spreader frame • - Lower slings between spreader frame and jumper


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3. DESIGN BASIS

3.1 GENERAL

The design parameters presented in the following sections are taken from structural design brief document (reference [32]) unless noted otherwise.

3.2 ASSUMPTIONS

The following assumptions have been taken into account: • Jumpers FASTRUDL model geometry is taken from jumpers drawings given in

Appendices I, II and III. • Spreader frame FASTRUDL model geometry is taken from spreader frame

drawings given in Appendix IV

3.3 ALLOWABLE STRESSES

All structural checks are performed using basic allowable stresses (reference [11]), without one-third increase.

3.4 PIPE WEIGHT

The following table presents pipe linear weight given by FMC (well jumper description).

Item Weight

6" Pipe (OD 168.3mm x 14.3 mm WT) – in air (flooded) 190.0 kg/m

6" Pipe (OD 168.3 mm x 14.3 mm WT) – in water (flooded) 119.0 kg/m

3.5 ANODE WEIGHT

The following table presents anode weight (considering standard weight of anode on FMC jumper)

Item Weight

Anode – in air 82.0 kg

Anode – in water 70.5 kg Anodes are uniformly distributed on straight pipe of jumper. In consequence, weight of anodes is applied with a linear load on NSO model.

3.6 CONTINGENCIES

A 7% contingency factor is considered for all structural calculation during lifting.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3.7 WEIGHT REPORT

3.7.1 Total weight in AIR of jumpers

Jumper P116

Designation Weight (T)

Dead weight : pipe + coating + cables + fluid

9.75

Termination head 4.273*2 = 8.55

Lifting yoke 0.765*2 = 1.53

MFM 1.50

ROV panel and cover 0.20*2

Total net weight of Jumper P116 in AIR

21.73

Gross weight with 7% contingency 23.25

Jumper P112



7.67



MFM 1.50

ROV panel and cover 0.20*2 = 0.40

Total net weight of Jumper P112 in air

19.65


Jumper P214



8.20



MFM 1.50

ROV panel and cover 0.20*2 = 0.40

Anode 1.06

Total net weight of Jumper P112 in air

21.24



Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3.7.2 Total weight in AIR of spreader frame

Acergy spreader frame


Total net weight of Acergy spreader frame

23.83



Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3.8 LIFTING CONFIGURATION & STRUCTURES ELEVATION

3.8.1 FMC Jumper P116 and Acergy spreader frame

Plots showing details of model are available in Appendix V.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03



Plots showing details of model are available in Appendix VI.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03



Plots showing details of model are available in Appendix VII.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3.8.4 FMC Jumper P214 and Acergy spreader frame (Lower slings new rigging arragement)

Plots showing details of model are available in Appendix VII.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3.9 CENTRE OF GRAVITY AND TILT ANGLE

Distance of global centre of gravity from crane hook are given in the table hereafter

Jumper P116 XCoG (mm) yCoG (mm)

COG in WATER 0 0

COG in AIR 181 6

No tilt in water, Cog of jumper is aligned with cog of spreader frame Tilt angle in AIR = Arctan (532/25000) = 1.21deg (see displacements on figure below).


Fev.27.08

CG-MBL-50-500-004940 Ver. 03




COG in WATER -23 0

COG in AIR 122 16



Fev.27.08

CG-MBL-50-500-004940 Ver. 03




COG in WATER 56 23

COG in AIR -98 -16



Fev.27.08

CG-MBL-50-500-004940 Ver. 03


3.10 STEEL PROPERTIES

Table shows main characteristics of steel.

Parameter Value

Yield strength: Jumper 450 MPa (22% Chrome Duplex)

Yield strength: Spreader frame 360 MPa (X52)

Young modulus: Structure 207 000 MPa

Poisson’s ratio 0.3

Density in air 7850 kg.m-3

3.11 LOAD FACTORS

The following table describes load factors used for spool structural check during lifting operations. All these load factors are issued from references [32] and [23].

DAF Consequenc

e factor CoG shift Skew factor

Total load factor (LF)

1.3 1.35 1.05 1.1 2.00


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


4. FASTRUDL MODEL

One input file is generated for each lifting.

4.1 BOUNDARY CONDITIONS

The model is supported at node #9001, which represents the hook. Moments at this point are released. The position of the hook is defined to be vertically above the spool CoG (in water). Slings are modelled as “space truss” elements and only the axial stiffness is taken into account. Horizontal spring supports are introduced to stabilise the model. It is checked that these fictitious joint reactions are negligible.

4.2 BUCKLING LENGTH

A buckling coefficient of 1.0 is considered between two consecutive slings or supports. The buckling length is taken as the distance between the two consecutive slings or supports.

4.3 SLING MODELLING

Slings are introduced in the model only to model the system flexibility and distribute correctly loads through the structure. Slings Young Modulus has been taken equal to 100000 MPa, but has not been checked in the FASTRUDL calculations. To ensure model validity, it is checked that all active slings are tensioned. Truss elements have been used to model the slings, so the slings do not take any bending moments.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


4.4 ELEMENTARY LOAD CASE

It should be noted that the same terminology has been used for P112, P116 and P214 Jumpers.

Load case Description

SPOOL-DW Dead weight of Jumper

FRAME-DW Dead weight of spreader frame

AD-SP-AI Additional weight in air on jumper

AD-SP-WA Additional weight in water on jumper

YOKE-AI Weight of lifting yoke in air

YOKE-WA Weight of lifting yoke in water

4.5 LOAD COMBINATIONS

The following table defines the basic load combinations in air and in water.

LOAD COMBINATION

In Air In water

TW-SP-AI TW-AI TW-DAF-A TW-SP-WA TW-WA TW-DAF-W

Net weight of jumper

in AIR

Gross weight in

AIR

TOTAL gross

weight in AIR

Net weight of jumper in WATER

Gross weight in WATER

TOTAL gross

weight in WATER

FRAME-DW --- 1.070 2.140 --- 0.930 1.860

SPOOL-DW 1.000 1.070 2.140 0.869 0.930 1.860

AD-SP-AI 1.000 1.070 2.140 -- --- ---

AD-SP-WA --- --- --- 1.000 1.070 2.140

YOKE-AI 1.000 1.070 2.140 --- --- ---

YOKE-WA --- --- --- 1.000 1.070 2.140


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


5. RESULTS

All detailed FASTRUDL results are available in Appendices VIII, IX, X & XII.

5.1 DYNAMIC HOOK LOAD

Maximum dynamic hook load (LF=2.0 and 7% contingency) in AIR is given by load case TW-DAF-A (total gross weight in AIR)

Load Case Jumper P116 (T) Jumper P112 (T) Jumper P214 (T)

TW-AI 48.75 46.52 48.23

TW-DAF-A 97.50 93.04 96.46

Maximum dynamic hook load (LF=2.0 and 7% contingency) in WATER is given by load case TW-DAF-W (total gross weight in Water)

Load Case Jumper P116 (T) Jumper P112 (T) Jumper P214 (T)

TW-WA 38.33 36.94 38.28

TW-DAF-W 76.67 73.88 76.56

5.2 SLING FORCES

Maximum static sling force in AIR is given by load case TW-AI (gross weight in AIR)

Jumper P116 (T) Jumper P112 (T) Jumper P214 (T)

Upper slings 21.50 17.92 18.12

Lower slings 4.98 3.85 4.04

Maximum static sling force in WATER is given by load case TW-WA (gross weight in WATER)

Jumper P116 (T) Jumper P112 (T) Jumper P214 (T)

Upper slings 16.43 13.85 14.34

Lower slings 3.51 2.95 2.99


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


5.3 STRUCTURAL MEMBER CHECK

As shown by figure, API unity check ratios do not exceed the allowable value of 1.0. Maximum unity check ratios for spool members are detailed below.

5.3.1 Lifting of Jumper P116

The maximum API ratios on members are detailed hereafter:

Designation Member Ratio Loading

Spreader frame

1016 0.87 TW-DAF-A

Jumper 83 0.82 TW-DAF-A

The maximum API ratios on joints are detailed hereafter:

Designation Joint Ratio Loading

Spreader frame

1020 0.27 TW-DAF-A


Fev.27.08

CG-MBL-50-500-004940 Ver. 03





Spreader frame

1008 0.94 TW-DAF-A




Spreader frame

1020 0.34 TW-DAF-A


Fev.27.08

CG-MBL-50-500-004940 Ver. 03





Spreader frame

7001 0.96 TW-DAF-A




Spreader frame

1020 0.43 TW-DAF-A


Fev.27.08

CG-MBL-50-500-004940 Ver. 03


6. CHECK OF LIFTING POINT

6.1 DESIGN CRITERIA

Lifting padeyes have been verified considering following parameters: - F = 22T, Maximum static sling tension - SF = 2.0, safety factor - α = 60°, In plane padeye load angle with horizontal - β = 3°, 5% Out of plane padeye load angle

6.2 RESULTS

Calculations show that maximum stress ratios are below the allowable value of 1.0. All details of calculations are presented in Appendix XI.


Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix I

APPENDIX I – JUMPER P116 – FMC DESIGN DRAWINGS (3 pages)

Appendix I.pdf


Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix II

APPENDIX II – JUMPER P112 – FMC DESIGN DRAWINGS (3 pages)

Appendix II.pdf


Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix III

APPENDIX III – JUMPER P214 – FMC DESIGN DRAWINGS (3 pages)

Appendix III.pdf

Rev Date

Doc. Type : DTL

Revision MemoStatus Issued by CompanyChecked by Approved by

00 05-Feb-2008 IFA

TOTAL E&P CONGOMOHO-BILONDO FIELD DEVELOPMENT SPS

This document is the property of TOTAL and shall not be disclosed to third parties or reproduced without permission of the owner

Contract n°: TEPC 2195 STATUS CODE: IFR=ISSUED FOR REVIEW - IFA=ISSUED FOR APPROVAL - AFC=APPROVED FOR CONSTRUCTION - ASB=AS-BUILT

Syst. / Sub-Syst. : 100 Discipline : SPSElectronic Filename:CG-MBL-40-400-002729.pdf

Well Jumper, GA, 300 Bar WP, 168.3 OD x 14.3 WT, Moho, Well Jumper P214

Company document n° CG-MBL-40-400-002729Rev.: 00

Format: A3

Scale: 1:100

Folio: 1 OF 3

Issued for Approval BERGES TORSTH OSWALDP

Rev Date

Doc. Type : DTL


00 05-Feb-2008 IFA







Format: A3

Scale: 1:100

Folio: 2 OF 3


Rev Date

Doc. Type : DTL


00 05-Feb-2008 IFA







Format: A3

Scale: 1:40

Folio: 3 OF 3



Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix IV

APPENDIX IV – ACY SPREADER FRAME DRAWINGS (5 pages)

Appendix IV.pdf


Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix V

APPENDIX V – JUMPER P116 - COMPUTER MODEL PLOTS (4 pages)

Appendix V.pdf

60036001

60046002

3401

3304

3303

3302

3301

3204

3203

2011

3202

3201

202320222021202020132012

3402

5006

5005

5004

5003

5002

50014304

4303

4302

3403

4301

4206

4205

4204

4203

4202

4201

3404 41042010 201420092008200720062005

1023102210181005 10171016101510141013100810071006

20152004200320022001

102110201019101210111010

2016

1009100310021001

20252024201920182017

1004

X

Y

Z

Problem : lift_F1 -/- Index : A -/- Date : 28/11/2007 - Time : 17:59:01

Acergy Eagle spreader frame / Id element

PRINCIPIA-ISYMOST v4.68

10011002100310041005100610071008 10091010101110121013 1014 1015 1016 10171018 1019102010211022 10231024

20012002200320042005200620072008 2009 20102011201220132014 20152016 2017 2018 20192020202120222023202420252026

3201

3202

3203

3301

3302

3303

3401

3402

34034103

4201

4202

4203

4204

4205

4301

4302

4303

5001

5002

5003

5004

6001

6002

6003

6004

X

Y

Z


Acergy Eagle spreader frame / Id node


104

2021192218

502

17161523

1031

14

24

2

90

102

91

501

3

13

25

412

89

11105968

26

7101

88

92

87868527

1009993

84

9894979596

2883

293031323382

3435368180

377978

38777675

39 747340

72717041 69686742 6665

43 64636244 616045 59585746 5647 5548495051545253

X Y

Z


JUMPER F1 / Id element


12345678910111213141516171819202122232425262728293031323334353637

3839

4041

4243

4445

46474849505152535455 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85868788899091

9293949596979899100101102103104105

501

502

X Y

Z


JUMPER F1 / Id node



Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix VI

APPENDIX VI – JUMPER P112 - COMPUTER MODEL PLOTS (4 pages)

Appendix VI.pdf

60036001

60046002

3401

3304

3303

3302

3301

3204

3203

2011

3202

3201

202320222021202020132012

3402

5006

5005

5004

5003

5002

5001

4304

4303

4302

3403

4301

4206

4205

4204

4203

4202

4201

3404

41042010 201420092008200720062005

1023102210181005 10171016101510141013100810071006

20152004200320022001

102110201019101210111010

2016

1009100310021001

20252024201920182017

1004

X

Y

Z

Problem : Lift_U1 -/- Index : A -/- Date : 28/11/2007 - Time : 18:05:27

ACERGY EAGLE SPREADER FRAME / ID ELEMENT


1001100210031004100510061007 1008 10091010101110121013 1014 1015 1016 10171018 1019102010211022 10231024

200120022003200420052006200720082009 20102011201220132014 20152016 2017 2018 20192020202120222023202420252026

3201

3202

3203

3301

3302

3303

3401

3402

3403

4103

4201

4202

4203

4204

4205

4301

4302

4303

5001

5002

5003

5004

6001

6002

6003

6004

X

Y

Z


ACERGY EAGLE SPREADER FRAME / ID NODE


7576

89

74

88

77

73

502

878678

72

79808581848283

7170

6968

6766

656463

6261

6059

5857

5655545352515049484746

4544

4342

4140

2021192218171615

23

14

24

12

25

13

39

3

501

26

124

111095867

2728383736 29353433303231 X

Y

Z


JUMPER U1 / ID ELEMENT


1234567891011121314

15161718192021222324

2526

2728

2930313233343536373839

4041

4243

4445

4647

48495051525354555657

5859

6061

6263 64

6566

6768

6970

7172

73 7475

76

77

787980818283848586 87 88 89 90

501

502

X

Y

Z


JUMPER U1 / ID NODE



Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix VII

APPENDIX VII – JUMPER P214 – COMPUTER MODEL PLOTS (4 pages)

Appendix VII.pdf

60036001

60046002

3401

3304

3303

3302

3301

3204

3203

3202

2010

3201

2023202220212020201320122011

3402

5006

5005

5004

5003

5002

50014304

4303

4302

3403

4301

4206

4205

4204

4203

4202

4201

4104

3404

2004 700120092008200720062005

1023102210181005 10171016101510141013100810071006

2014200320022001

1021102010191012101110101009

2015

100310021001

202520242019201820172016

1004

X

Y

Z

Problem : Lift_P214 -/- Index : A -/- Date : 12/02/2008 - Time : 15:36:12


10011002100310041005100610071008 10091010101110121013 1014 1015 1016 10171018 1019102010211022 1023 1024

200120022003200420052006200720082009 7001 20102011201220132014 20152016 2017 2018 2019202020212022202320242025 2026

3201

3202

3203

3301

3302

3303

3401

3402

3403

4103

4201

4202

4203

4204

4205

4301

4302

43035001

5002

5003

5004

6001

6002

6003

6004

X

Y

Z



1

1718

2

16

501

3

1580798178

19

101

8277

8376

84

14

4

75

85

13

100

512

61171089

502

86

2074

99

87

7321

98

888997

9096

9195929493

7222

71702369

24686766 25656463626160592658

27572856

29553054

31533252

33513450

35493648

47 3746 3845443943404241 X Y

Z



123456789101112131415161718

1920

2122

2324

2526

2728

2930

3132

3334

3536

3738394041424344454647

4849

5051

5253

5455

5657

5859606162636465666768

697071

7273

7475

7677787980818283848586878889909192939495969798

99100101102

502

501

X Y Z




Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix VIII

APPENDIX VIII – JUMPER P116 – NSO RESULTS FILE (27 pages)

Appendix VIII.pdf

lift_F1.txt

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * Advanced Interactive Computing Engineering System * * * * (C) Copyright Briwand-STRUSIM, 1987, 2007 * * * * 27/11/2007 18:51:18 * * * * AICES V4.45 , 2007 * * Program Serial Number: 690502105 * * * * Machine: 00b0d0498478 Storage: 103424k * * System: Windows NT 5 1 * * Active Options: fastrudl * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*STRUDL 'LIFTING' 'LIFTING SPOOL WITH EAGLE SPREADER FRAME' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * * * FASTRUDL-NSO * * * * The New Structural Offshore Design Language * * Version V6.8.7 * * * * (C) PRINCIPIA 1992-2007 * * * * * * Integrated System with: * * BV-AICES (C) C.Briwand 1987-2007 * * BV-STRUDL (C) Bureau Veritas 1991-2007 * * * * Started on 27/11/2007 18:51:18 * * * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $$$ .oO0°~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~°0Oo.$ $ MOHO BILONDO - ACERGY EAGLE |$ | |$ { LIFTING ANALYSIS - F1 |$ { |$ | 27/11/07 °$ $ o$ °0Oo.____-_-_-_-____///NCA///~~~><((°>.o$$----------------------------------------------$$ COORDINATE OF NODES$$----------------------------------------------$$--------------------------$$ SPOOL / JUMPER$$--------------------------$UNITS M$GROUP 'J-SPOOL' JOINT START$JOINT COORDINATES$ 1 1.82656E+01 7.04687E+00 -8.18000E+00 2 1.88763E+01 6.80004E+00 -8.18491E+00 3 1.94869E+01 6.55332E+00 -8.18981E+00 4 2.00975E+01 6.30647E+00 -8.19472E+00 5 2.07082E+01 6.05976E+00 -8.19962E+00 6 2.07909E+01 6.02624E+00 -8.20910E+00 7 2.08695E+01 5.99450E+00 -8.23546E+00 8 2.09420E+01 5.96521E+00 -8.27779E+00 9 2.10056E+01 5.93946E+00 -8.33467E+00 10 2.10580E+01 5.91832E+00 -8.40381E+00 11 2.10967E+01 5.90269E+00 -8.48230E+00 12 2.11206E+01 5.89305E+00 -8.56727E+00 13 2.11287E+01 5.88977E+00 -8.65661E+00 14 2.11287E+01 5.88977E+00 -9.30226E+00 15 2.11287E+01 5.88977E+00 -9.94792E+00 16 2.11364E+01 5.88664E+00 -1.00348E+01 17 2.11590E+01 5.87743E+00 -1.01178E+01 18 2.11958E+01 5.86264E+00 -1.01947E+01 19 2.12455E+01 5.84256E+00 -1.02630E+01 20 2.13064E+01 5.81798E+00 -1.03200E+01 21 2.13757E+01 5.78987E+00 -1.03633E+01 22 2.14515E+01 5.75933E+00 -1.03918E+01 23 2.15315E+01 5.72693E+00 -1.04044E+01 24 2.24624E+01 5.35076E+00 -1.04537E+01 25 2.33933E+01 4.97448E+00 -1.05031E+01 26 2.43243E+01 4.59830E+00 -1.05525E+01 27 2.52552E+01 4.22203E+00 -1.06018E+01 28 2.61860E+01 3.84586E+00 -1.06512E+01 29 2.71170E+01 3.46959E+00 -1.07006E+01 30 2.72033E+01 3.44435E+00 -1.07052E+01 31 2.72920E+01 3.43645E+00 -1.07101E+01 32 2.73806E+01 3.44603E+00 -1.07151E+01 33 2.74660E+01 3.47271E+00 -1.07201E+01 34 2.75444E+01 3.51559E+00 -1.07247E+01 35 2.76129E+01 3.57275E+00 -1.07289E+01 36 2.76688E+01 3.64212E+00 -1.07325E+01 37 2.77105E+01 3.72189E+00 -1.07354E+01 38 2.80755E+01 4.62537E+00 -1.07619E+01 39 2.84404E+01 5.52890E+00 -1.07884E+01 40 2.88053E+01 6.43240E+00 -1.08150E+01 41 2.91701E+01 7.33590E+00 -1.08415E+01 42 2.95351E+01 8.23939E+00 -1.08680E+01 43 2.99000E+01 9.14289E+00 -1.08945E+01 44 3.02648E+01 1.00464E+01 -1.09210E+01 45 3.06298E+01 1.09498E+01 -1.09475E+01 46 3.09947E+01 1.18535E+01 -1.09740E+01

Page 1

lift_F1.txt 47 3.13596E+01 1.27569E+01 -1.10006E+01 48 3.13849E+01 1.28434E+01 -1.10027E+01 49 3.13928E+01 1.29323E+01 -1.10042E+01 50 3.13832E+01 1.30211E+01 -1.10049E+01 51 3.13564E+01 1.31068E+01 -1.10050E+01 52 3.13135E+01 1.31854E+01 -1.10042E+01 53 3.12563E+01 1.32541E+01 -1.10028E+01 54 3.11869E+01 1.33101E+01 -1.10007E+01 55 3.11070E+01 1.33520E+01 -1.09980E+01 56 3.02541E+01 1.36966E+01 -1.09679E+01 57 2.94013E+01 1.40411E+01 -1.09378E+01 58 2.85486E+01 1.43857E+01 -1.09076E+01 59 2.76958E+01 1.47302E+01 -1.08775E+01 60 2.68429E+01 1.50748E+01 -1.08474E+01 61 2.59902E+01 1.54193E+01 -1.08173E+01 62 2.51374E+01 1.57639E+01 -1.07871E+01 63 2.42846E+01 1.61084E+01 -1.07570E+01 64 2.34318E+01 1.64529E+01 -1.07269E+01 65 2.25790E+01 1.67975E+01 -1.06967E+01 66 2.17262E+01 1.71420E+01 -1.06666E+01 67 2.08734E+01 1.74866E+01 -1.06365E+01 68 2.00208E+01 1.78312E+01 -1.06064E+01 69 1.91679E+01 1.81758E+01 -1.05762E+01 70 1.83151E+01 1.85202E+01 -1.05461E+01 71 1.74624E+01 1.88648E+01 -1.05160E+01 72 1.66096E+01 1.92094E+01 -1.04859E+01 73 1.57567E+01 1.95538E+01 -1.04557E+01 74 1.49040E+01 1.98985E+01 -1.04256E+01 75 1.42921E+01 2.01457E+01 -1.04040E+01 76 1.31984E+01 2.05876E+01 -1.03653E+01 77 1.23456E+01 2.09321E+01 -1.03352E+01 78 1.14928E+01 2.12766E+01 -1.03051E+01 79 1.06400E+01 2.16212E+01 -1.02750E+01 80 9.78722E+00 2.19657E+01 -1.02448E+01 81 8.93444E+00 2.23103E+01 -1.02147E+01 82 8.08166E+00 2.26549E+01 -1.01846E+01 83 7.22886E+00 2.29994E+01 -1.01544E+01 84 6.37607E+00 2.33439E+01 -1.01243E+01 85 5.52328E+00 2.36885E+01 -1.00942E+01 86 5.43744E+00 2.37137E+01 -1.00910E+01 87 5.34835E+00 2.37217E+01 -1.00872E+01 88 5.25944E+00 2.37122E+01 -1.00830E+01 89 5.17409E+00 2.36855E+01 -1.00787E+01 90 4.72117E+00 2.34933E+01 -1.00543E+01 91 4.26824E+00 2.33010E+01 -1.00300E+01 92 4.26824E+00 2.33010E+01 -9.15907E+00 93 4.26824E+00 2.33010E+01 -8.28813E+00 94 4.26002E+00 2.32975E+01 -8.19822E+00 95 4.23604E+00 2.32873E+01 -8.11277E+00 96 4.19716E+00 2.32708E+01 -8.03393E+00 97 4.14467E+00 2.32485E+01 -7.96459E+00 98 4.08070E+00 2.32214E+01 -7.90773E+00 99 4.00803E+00 2.31905E+01 -7.86568E+00 100 3.92932E+00 2.31571E+01 -7.83984E+00 101 3.84653E+00 2.31220E+01 -7.83114E+00 102 3.30186E+00 2.28907E+01 -7.83260E+00 103 2.75717E+00 2.26596E+01 -7.83407E+00 104 2.21250E+00 2.24284E+01 -7.83553E+00 105 1.66781E+00 2.21971E+01 -7.83700E+00 501 1.82656E+01 7.04687E+00 -6.47500E+00 502 1.66781E+00 2.21971E+01 -6.13200E+00$$--------------------------$$ SPREADER FRAME$$--------------------------$UNITS M$GROUP 'J-FRAME' JOINT START$JOINTS COORDINATES$ 1001 0.00000E+00 7.00000E+00 0.00000E+00 1002 9.44000E-01 7.00000E+00 0.00000E+00 1003 1.40000E+00 7.00000E+00 0.00000E+00 1004 1.95000E+00 7.00000E+00 0.00000E+00 1005 2.70000E+00 7.00000E+00 0.00000E+00 1006 3.45000E+00 7.00000E+00 0.00000E+00 1007 4.40000E+00 7.00000E+00 0.00000E+00 1008 5.06100E+00 7.00000E+00 0.00000E+00 1009 1.03000E+01 7.00000E+00 0.00000E+00 1010 1.10200E+01 7.00000E+00 0.00000E+00 1011 1.14000E+01 7.00000E+00 0.00000E+00 1012 1.17500E+01 7.00000E+00 0.00000E+00 1013 1.25000E+01 7.00000E+00 0.00000E+00 1014 1.52650E+01 7.00000E+00 0.00000E+00 1015 1.87500E+01 7.00000E+00 0.00000E+00 1016 2.12650E+01 7.00000E+00 0.00000E+00 1017 2.34000E+01 7.00000E+00 0.00000E+00 1018 2.39000E+01 7.00000E+00 0.00000E+00 1019 2.56000E+01 7.00000E+00 0.00000E+00 1020 2.60500E+01 7.00000E+00 0.00000E+00 1021 2.64000E+01 7.00000E+00 0.00000E+00 1022 2.72000E+01 7.00000E+00 0.00000E+00 1023 2.90200E+01 7.00000E+00 0.00000E+00 1024 2.94000E+01 7.00000E+00 0.00000E+00 2001 0.00000E+00 2.30000E+01 0.00000E+00 2002 9.44000E-01 2.30000E+01 0.00000E+00 2003 1.40000E+00 2.30000E+01 0.00000E+00 2004 1.75000E+00 2.30000E+01 0.00000E+00 2005 2.48000E+00 2.30000E+01 0.00000E+00 2006 3.00000E+00 2.30000E+01 0.00000E+00 2007 3.45000E+00 2.30000E+01 0.00000E+00 2008 4.40000E+00 2.30000E+01 0.00000E+00 2009 7.22900E+00 2.30000E+01 0.00000E+00 2010 1.06000E+01 2.30000E+01 0.00000E+00 2011 1.10200E+01 2.30000E+01 0.00000E+00 2012 1.14000E+01 2.30000E+01 0.00000E+00 2013 1.17500E+01 2.30000E+01 0.00000E+00 2014 1.22000E+01 2.30000E+01 0.00000E+00 2015 1.45000E+01 2.30000E+01 0.00000E+00 2016 1.50640E+01 2.30000E+01 0.00000E+00

Page 2

lift_F1.txt 2017 1.87500E+01 2.30000E+01 0.00000E+00 2018 2.34000E+01 2.30000E+01 0.00000E+00 2019 2.46000E+01 2.30000E+01 0.00000E+00 2020 2.52000E+01 2.30000E+01 0.00000E+00 2021 2.60500E+01 2.30000E+01 0.00000E+00 2022 2.64000E+01 2.30000E+01 0.00000E+00 2023 2.67500E+01 2.30000E+01 0.00000E+00 2024 2.76000E+01 2.30000E+01 0.00000E+00 2025 2.84000E+01 2.30000E+01 0.00000E+00 2026 2.94000E+01 2.30000E+01 0.00000E+00 3201 2.64000E+01 9.06500E+00 0.00000E+00 3202 2.64000E+01 1.52770E+01 0.00000E+00 3203 2.64000E+01 1.92000E+01 0.00000E+00 3301 1.14000E+01 9.32000E+00 0.00000E+00 3302 1.14000E+01 1.34950E+01 0.00000E+00 3303 1.14000E+01 2.11600E+01 0.00000E+00 3401 1.40000E+00 1.10000E+01 0.00000E+00 3402 1.40000E+00 1.34950E+01 0.00000E+00 3403 1.40000E+00 21.9 0.00000E+00 4103 2.80828E+01 2.15088E+01 0.00000E+00 4201 1.55618E+01 1.12646E+01 0.00000E+00 4202 1.72309E+01 1.31323E+01 0.00000E+00 4203 1.89000E+01 1.50000E+01 0.00000E+00 4204 1.97301E+01 1.59289E+01 0.00000E+00 4205 2.36231E+01 2.02847E+01 0.00000E+00 4301 9.86350E+00 8.99610E+00 0.00000E+00 4302 6.38500E+00 1.50000E+01 0.00000E+00 4303 3.98875E+00 1.91359E+01 0.00000E+00 5001 1.43000E+01 2.01470E+01 0.00000E+00 5002 1.65167E+01 1.76667E+01 0.00000E+00 5003 2.12834E+01 1.23334E+01 0.00000E+00 5004 2.36667E+01 9.66670E+00 0.00000E+00 6001 3.45000E+00 7.00000E+00 -1.48000E+00 6002 3.45000E+00 2.30000E+01 -1.48000E+00 6003 1.87500E+01 7.00000E+00 -1.48000E+00 6004 1.87500E+01 2.30000E+01 -1.48000E+00$GROUP 'J-FRAME' JOINT END$$--------------------------$$ CRANE$$--------------------------$UNITS M$GROUP 'J-CRANE' JOINT START$JOINT COORDINATES$ 9001 14.279 15.082 15.000$GROUP 'J-CRANE' JOINT END$$----------------------------------------------$$ DEFINITION OF MEMBERS$$----------------------------------------------$$--------------------------$$ SPOOL$$--------------------------$TYPE SPACE FRAME$GROUP 'M-SPOOL' MEMBER START $ GROUP 'M-SP1' MEMBER START MULTIPLES INCIDENCES $ 1 1 TO 5 101 101 TO 105 $ GROUP 'M-SP1' MEMBER END $ GROUP 'M-SP2' MEMBER START MULTIPLES INCIDENCES $ 5 5 TO 101 $ GROUP 'M-SP2' MEMBER END $GROUP 'M-SPOOL' MEMBER END$GROUP 'M-BIDON' MEMBER START $ MEMBER INCIDENCE $ 501 1 501 502 105 502 $GROUP 'M-BIDON' MEMBER END$$--------------------------$$ SPREADER FRAME$$--------------------------$TYPE SPACE FRAME$GROUP 'M-FRAME' MEMBER START$ GROUP 'M-MAIN1' MEMBER START MULTIPLES INCIDENCES 1004 1004 TO 1009 1013 1013 TO 1019 1022 1022 TO 1024$ 2005 2005 TO 2010

Page 3

lift_F1.txt 2014 2014 TO 2020 2024 2024 TO 2026 GROUP 'M-MAIN1' MEMBER END$ GROUP 'M-MAIN2' MEMBER START MULTIPLES INCIDENCES 1001 1001 TO 1004 1009 1009 TO 1013 1019 1019 TO 1022$ 2001 2001 TO 2005 2010 2010 TO 2014 2020 2020 TO 2024 GROUP 'M-MAIN2' MEMBER ENDD$ GROUP 'M-BRACE' MEMBER START MULTIPLES INCIDENCES$ 3201 1021 3201 3202 3201 TO 3203 3204 3203 2022$ 3301 1011 3301 3302 3301 TO 3303 3304 3303 2012$ 3401 1003 3401 3402 3401 TO 3403 3404 3403 2003 GROUP 'M-BRACE' MEMBER END$ GROUP 'M-TRAN1' MEMBER START MULTIPLES INCIDENCES$ 4104 4103 2023$ 4201 1012 4201 4202 4201 TO 4205 4206 4205 2021$ 4301 1010 4301 4302 4301 TO 4303 4304 4303 2004$ GROUP 'M-TRAN1' MEMBER END$$ GROUP 'M-TRAN2' MEMBER START MULTIPLES INCIDENCES$ 5001 2013 5001 5002 5001 5002 5003 5002 4203 5004 4203 5003 5005 5003 5004 5006 5004 1020$ GROUP 'M-TRAN2' MEMBER END$$ GROUP 'M-FEET' MEMBER START MULTIPLES INCIDENCES 6001 6001 1006 6002 6002 2007 6003 6003 1015 6004 6004 2017 GROUP 'M-FEET' MEMBER END$GROUP 'M-FRAME' MEMBER END$$--------------------------$$ UPPER SLINGS$$--------------------------$TYPE SPACE TRUSS$GROUP 'M-UPSLIN' MEMBER STARTMULTIPLES INCIDENCES 9001 1007 9001 9002 2008 9001 9005 1017 9001 9006 2018 9001GROUP 'M-UPSLIN' MEMBER END$$--------------------------$$ LOWER SLINGS$$--------------------------$TYPE SPACE TRUSS$GROUP 'M-LOSLIN' MEMBER STARTMULTIPLES INCIDENCES 8001 501 1014 8002 501 1016 8003 38 1023 8004 43 1023 8005 57 3202 8006 64 3202 8007 75 5001 8008 83 2009 8009 502 2005 8010 502 3403GROUP 'M-LOSLIN' MEMBER END$$----------------------------------------------$$ MEMBERS RELEASE$$----------------------------------------------$

Page 4

lift_F1.txtMEMBER RELEASE'M-UPSLIN' 'M-LOSLIN' START MOMENT Y Z'M-UPSLIN' 'M-LOSLIN' END MOMENT Y Z$$----------------------------------------------$$ BOUNDARY CONDITIONS$$----------------------------------------------$UNIT TON METER$JOINT STATUS 9001 - 1007 1017 2008 2018 - 501 38 43 57 64 75 83 502 - SUPPORT$UNIT TON METER$JOINT RELEASES 9001 MOMENT X Y Z$ 1007 1017 2008 2018 - 501 38 43 57 64 75 83 502 - FORCE Z MOMENT X Y Z GLOBAL KFX 0.1 KFY 0.1$$----------------------------------------------$$ PHYSICAL PROPERTIES$$----------------------------------------------$UNITS INCH$MEMBER PROPERTIES PRISMATIC$$--------------------------$$ SPOOL$$--------------------------$ 'M-SPOOL' 'M-BIDON' TUBE OD 6.625 WT 0.563$$--------------------------$$ SPREADER FRAME$$--------------------------$ 'M-MAIN1' TUBE OD 20.000 WT 0.500 'M-MAIN2' TUBE OD 20.000 WT 0.906 'M-BRACE' TUBE OD 18.000 WT 0.437 'M-TRAN1' TUBE OD 16.000 WT 0.344 'M-TRAN2' TUBE OD 16.000 WT 0.625 'M-FEET' TUBE OD 16.000 WT 0.344$$--------------------------$$ SLINGS$$--------------------------$ 'M-UPSLIN' TUBE OD 6.625 WT 0.125 $ Weight neglected 'M-LOSLIN' TUBE OD 1.500 WT 0.375 $ Weight neglected$$--------------------------$$ DENSITY$$--------------------------$UNIT KG METER$ CONSTANT DENSITY 7850 'M-FRAME' CONSTANT DENSITY 1.00E-10 'M-LOSLIN' 'M-UPSLIN' CONSTANT DENSITY 1.00E-10 'M-SPOOL' 'M-BIDON'$$--------------------------$$ YOUNG'S MODULUS$$--------------------------$UNITS MM NEWTON$ CONSTANT E 206000 'M-FRAME' 'M-SPOOL'$ CONSTANT E 100000 'M-UPSLIN' 'M-LOSLIN'$ CONSTANT E 500000 'M-BIDON'$$--------------------------$$ YIELD STRESS$$--------------------------$UNIT MM NEWTON$ CONSTANT FYLD 360 'M-FRAME' 'M-UPSLIN'$ CONSTANT FYLD 448 'M-SPOOL' 'M-BIDON'$$----------------------------------------------$$ MODELLED DEAD WEIGHT$$----------------------------------------------$UNIT METER TON$$--------------------------

Page 5

lift_F1.txt$$ SPOOL$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-SPOOL'$LOADING 'SPOOL-DW' 'SPOOL MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$--------------------------$$ SPREADER FRAME$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-FRAME'$LOADING 'FRAME-DW' 'SPREADER FRAME MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 *$$--------------------------$$ UPPER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-UPSLIN'$PRINT MEMBER LENGTH 'M-UPSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.696 Active Space Truss Y Z Y Z9002 2008 9001 19.629 Active Space Truss Y Z Y Z9005 1017 9001 19.326 Active Space Truss Y Z Y Z9006 2018 9001 19.258 Active Space Truss Y Z Y Z

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** End of data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*

$LOADING 'UPSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$--------------------------$$ SPREADER FRAME + UPPER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-UPSLIN' 'M-FRAME'LOADING 'TEMP' 'SPREADER FRAME + UPPER SLINGS'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 *$$--------------------------$

Page 6

lift_F1.txt$ LOWER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-LOSLIN'$PRINT MEMBER LENGTH 'M-LOSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 8001 501 1014 7.137 Active Space Truss Y Z Y Z8002 501 1016 7.136 Active Space Truss Y Z Y Z8003 38 1023 11.061 Active Space Truss Y Z Y Z8004 43 1023 11.138 Active Space Truss Y Z Y Z8005 57 3202 11.409 Active Space Truss Y Z Y Z8006 64 3202 11.192 Active Space Truss Y Z Y Z8007 75 5001 10.404 Active Space Truss Y Z Y Z8008 83 2009 10.154 Active Space Truss Y Z Y Z8009 502 2005 6.237 Active Space Truss Y Z Y Z8010 502 3403 6.145 Active Space Truss Y Z Y Z


$LOADING 'LOSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$----------------------------------------------$$ UNMODELLED DEAD WEIGHT$$----------------------------------------------$UNITS TON METER DEGREE$ACTIVE MEMEBERS ALL$$$--------------------------$$ SPOOL IN AIR$$--------------------------$LOADING 'AD-SP-AI' 'SPOOL UNMODELLED DEAD LOADS IN AIR'$$ Linear weight of jumper in AIR$MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.190$$ TERMINATION HEAD$JOINT LOAD 1 105 FOR Z -4.273 $ TH 92 FOR Z -1.500 $ MFM 5 101 FOR Z -0.200 $ ROV PANEL/COVER$LOADING 'YOKE-AI' 'UNMODELLED LIFTING YOKE'$$ WEIGHT OF LIGTING YOKE IN AIR = 765kg$JOINT LOAD 1 105 FOR Z -0.765 $ LIFTING YOKE$$--------------------------$$ SPOOL IN WATER$$--------------------------$LOADING 'AD-SP-WA' 'SPOOL UNMODELLED DEAD LOADS IN WATER' $ $ Linear weight of jumper in WATER $ MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.119 $ $ TERMINATION HEAD $ JOINT LOAD 1 105 FOR Z -3.170 $ TH 92 FOR Z -1.000 $ MFM 5 101 FOR Z -0.172 $ ROV PANEL/COVER $LOADING 'YOKE-WA' 'UNMODELLED LIFTING YOKE' $ $ WEIGHT OF LIGTING YOKE IN WATER = 662kg $ JOINT LOAD 1 105 FOR Z -0.662 $ LIFTING YOKE$

Page 7

lift_F1.txt$----------------------------------------------$$ TOTAL WEIGHT IN AIR$$----------------------------------------------$UNITS TON METER$$--------------------------$$ TOTAL SPOOL WEIGHT IN AIR (WITHOUT LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TEMP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00$PRECOMBINE 'TEMP-AI'RESET MASSGENERATE MASS FROM LOADING 'TEMP-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 20.197 * * POSITION OF THE C. OF G. : X= 14.715 Y= 15.131 Z= -9.276 *$--------------------------$$ TOTAL SPOOL WEIGHT IN AIR (WITH LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TW-SP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00 - 'YOKE-AI' 1.00$PRECOMBINE 'TW-SP-AI'RESET MASSGENERATE MASS FROM LOADING 'TW-SP-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 21.727 * * POSITION OF THE C. OF G. : X= 14.380 Y= 15.095 Z= -9.186 *$$--------------------------$$ TOTAL WEIGHT WITH CONTINGENCY IN AIR$$--------------------------$LOADING COMBINATION 'TW-AI' COMB - 'TW-SP-AI' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 1.07 - $ CONTINGENCY 7% 'UPSL-DW' 1.07 $ CONTINGENCY 7%PRECOMBINE 'TW-AI'RESET MASSGENERATE MASS FROM LOADING 'TW-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 48.751 * * POSITION OF THE C. OF G. : X= 14.460 Y= 15.088 Z= -4.389 *$$--------------------------$$ LOADING CASE WITH L.F = 1.3*1.35*1.05*1.1 = 2.0 IN AIR (and 10% contingency)$ DAF*CONS*COG*SCEW$$--------------------------$LOADING COMBINATION 'TW-DAF-A' COMB 'TW-AI' 2.0$$----------------------------------------------$$ TOTAL WEIGHT IN WATER$$----------------------------------------------$$--------------------------$$ TOTAL SPOOL WEIGHT IN WATER (WITHOUT LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TEMP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00$PRECOMBINE 'TEMP-WA'RESET MASSGENERATE MASS FROM LOADING 'TEMP-WA'

Page 8

lift_F1.txtPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 13.791 * * POSITION OF THE C. OF G. : X= 14.312 Y= 15.126 Z= -9.176 *$$--------------------------$$ TOTAL SPOOL WEIGHT IN WATER (WITH LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TW-SP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00 - 'YOKE-WA' 1.00$PRECOMBINE 'TW-SP-WA'RESET MASSGENERATE MASS FROM LOADING 'TW-SP-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 15.115 * * POSITION OF THE C. OF G. : X= 13.932 Y= 15.082 Z= -9.074 *$$--------------------------$$ TOTAL WEIGHT WITH CONTINGENCY IN WATER$$--------------------------$LOADING COMBINATION 'TW-WA' COMB - 'TW-SP-WA' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 0.93 - $ CONTINGENCY 7% => 1.07*(7850-1025)/7850 'UPSL-DW' 0.93 $ CONTINGENCY 7% => 1.07*(7850-1025)/7850$PRECOMBINE 'TW-WA'RESET MASSGENERATE MASS FROM LOADING 'TW-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 38.340 * * POSITION OF THE C. OF G. : X= 14.279 Y= 15.082 Z= -3.837 *$$--------------------------$$ LOADING CASE WITH L.F = 1.3*1.35*1.05*1.1 = 2.0 IN AIR (and 10% contingency)$ DAF*CONS*COG*SCEW$$--------------------------$LOADING COMBINATION 'TW-DAF-W' COMB 'TW-WA' 2.0$$----------------------------------------------$$ BUCKLING PARAMETER$$----------------------------------------------$UNIT METER$$--------------------------$$ SPOOL$$--------------------------$PARAMETER 'KY' 1.00 MEMBER 'M-SPOOL'PARAMETER 'KZ' 1.00 MEMBER 'M-SPOOL'$PARAMETER 'LYR' 10.00 MEMBER 'M-SPOOL'PARAMETER 'LZR' 10.00 MEMBER 'M-SPOOL'$$----------------------------------------------$$ ANALYSIS$$----------------------------------------------$ACTIVE JOINT ALLACTIVE MEMBER ALL$LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W'$STIFFNESS ANALYSIS$UNIT METER TON$$--------------------------$-- RESULTANT$--------------------------

Page 9

lift_F1.txt$LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W'LIST TOTAL NET FORCE

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Total Net Force at OriginLoading Force-x Force-y Force-z Moment-x Moment-y Moment-z TW-AI -0.00000 -0.00000 48.75144 735.55847 -704.92834 -0.00000TW-WA 0.00000 0.00000 38.33986 578.23742 -547.44534 -0.00000TW-DAF-A -0.00000 -0.00000 97.50288 1471.11694 -1409.85667 -0.00000TW-DAF-W 0.00000 0.00000 76.67971 1156.47484 -1094.89069 -0.00000

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** End of results of latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*

$$--------------------------$-- REACTION$--------------------------$LIST REACTION ALL

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 38 0.05049 -0.00870 0.00000 0.00000 -0.00000 0.0000043 0.04085 -0.00490 0.00000 -0.00000 -0.00000 -0.0000057 0.03076 -0.00482 -0.00000 0.00000 -0.00000 0.0000064 0.02888 -0.00919 -0.00000 -0.00000 -0.00000 -0.0000075 0.03087 -0.00242 -0.00000 -0.00000 -0.00000 -0.0000083 0.03566 0.01085 -0.00000 0.00000 -0.00000 0.00000501 0.04181 0.01077 -0.00000 -0.00000 0.0 0.00000502 0.02531 0.01472 0.00000 0.00000 0.00000 0.000001007 0.03110 0.00248 -0.00000 0.00000 0.00000 -0.000001017 0.03113 0.00492 -0.00000 -0.00000 0.00000 -0.000002008 0.02866 0.00316 0.00000 -0.00000 0.00000 0.000002018 0.02868 0.00597 0.00000 -0.00000 -0.00000 -0.000009001 -0.40419 -0.02284 48.75145 Loading TW-WA ; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 38 0.00460 -0.00430 0.00000 0.00000 -0.00000 -0.0000043 0.00046 -0.00272 0.00000 -0.00000 -0.00000 -0.0000057 -0.00392 -0.00261 0.00000 -0.00000 0.00000 -0.0000064 -0.00447 -0.00419 0.00000 0.00000 0.00000 0.0000075 -0.00335 -0.00115 0.00000 0.00000 0.00000 0.0000083 -0.00140 0.00399 0.00000 -0.00000 0.00000 -0.00000501 0.00355 0.00830 0.00000 0.0 -0.00000 0.0502 -0.00298 0.00247 -0.00000 -0.00000 0.0 0.000001007 0.00408 -0.00055 -0.00000 0.00000 -0.00000 -0.000001017 0.00410 0.00157 -0.00000 -0.00000 0.00000 -0.000002008 0.00202 0.00001 -0.00000 0.00000 0.00000 0.000002018 0.00204 0.00238 -0.00000 -0.00000 -0.00000 -0.000009001 -0.00474 -0.00319 38.33986 Loading TW-DAF-A; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 38 0.10099 -0.01739 0.00000 0.00000 -0.00000 0.0000043 0.08169 -0.00980 0.00000 -0.00000 -0.00000 -0.0000057 0.06151 -0.00964 -0.00000 0.00000 -0.00000 0.0000064 0.05775 -0.01839 -0.00000 -0.00000 -0.00000 -0.0000075 0.06173 -0.00484 -0.00000 -0.00000 -0.00000 -0.0000083 0.07132 0.02170 -0.00000 0.00000 -0.00000 0.00000501 0.08362 0.02155 -0.00000 -0.00000 0.0 0.00000502 0.05063 0.02944 0.00000 0.00000 0.00000 0.000001007 0.06221 0.00495 -0.00000 0.00000 0.00000 -0.000001017 0.06226 0.00984 -0.00000 -0.00000 0.00000 -0.000002008 0.05731 0.00633 0.00000 -0.00000 0.00000 0.000002018 0.05735 0.01194 0.00000 -0.00000 -0.00000 -0.000009001 -0.80837 -0.04568 97.50289 Loading TW-DAF-W; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 38 0.00919 -0.00860 0.00000 0.00000 -0.00000 -0.0000043 0.00093 -0.00545 0.00000 -0.00000 -0.00000 -0.0000057 -0.00784 -0.00523 0.00000 -0.00000 0.00000 -0.0000064 -0.00894 -0.00839 0.00000 0.00000 0.00000 0.0000075 -0.00670 -0.00230 0.00000 0.00000 0.00000 0.0000083 -0.00279 0.00798 0.00000 -0.00000 0.00000 -0.00000501 0.00710 0.01660 0.00000 0.0 -0.00000 0.0502 -0.00596 0.00494 -0.00000 -0.00000 0.0 0.00000

Page 10

lift_F1.txt1007 0.00817 -0.00110 -0.00000 0.00000 -0.00000 -0.000001017 0.00820 0.00315 -0.00000 -0.00000 0.00000 -0.000002008 0.00404 0.00002 -0.00000 0.00000 0.00000 0.000002018 0.00408 0.00476 -0.00000 -0.00000 -0.00000 -0.000009001 -0.00949 -0.00638 76.67972


$$--------------------------$-- SLINGS : LENGTH AND TENSION$--------------------------$PRINT MEMBER LENGHT 'M-UPSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.696 Active Space Truss Y Z Y Z9002 2008 9001 19.629 Active Space Truss Y Z Y Z9005 1017 9001 19.326 Active Space Truss Y Z Y Z9006 2018 9001 19.258 Active Space Truss Y Z Y Z


LIST FORCE MEMBER 'M-UPSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -9.73635 -0.00000 0.00000 9001 9.73635 0.00000 -0.000009002 2008 -20.50425 0.00000 -0.00000 9001 20.50425 -0.00000 0.000009005 1017 -21.50300 -0.00000 0.0 9001 21.50300 0.00000 0.09006 2018 -11.52678 0.00000 0.00000 9001 11.52678 -0.00000 -0.00000 Loading TW-WA ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -8.15659 0.00000 0.00000 9001 8.15659 -0.00000 -0.000009002 2008 -15.95087 0.00000 0.00000 9001 15.95087 -0.00000 -0.000009005 1017 -16.43834 -0.00000 0.0 9001 16.43834 0.00000 0.09006 2018 -9.21839 0.00000 0.00000 9001 9.21839 -0.00000 -0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -19.47269 -0.00000 0.00000 9001 19.47269 0.00000 -0.000009002 2008 -41.00851 0.00000 -0.00000 9001 41.00851 -0.00000 0.000009005 1017 -43.00600 -0.00000 0.0 9001 43.00600 0.00000 0.09006 2018 -23.05355 0.00000 0.00000 9001 23.05355 -0.00000 -0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -16.31317 0.00000 0.00000 9001 16.31317 -0.00000 -0.000009002 2008 -31.90174 0.00000 0.00000 9001 31.90174 -0.00000 -0.000009005 1017 -32.87669 -0.00000 0.0 9001 32.87669 0.00000 0.09006 2018 -18.43679 0.00000 0.00000 9001 18.43679 -0.00000 -0.00000

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** End of results of latest analysis *

Page 11

lift_F1.txt*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*

$PRINT MEMBER LENGHT 'M-LOSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 8001 501 1014 7.137 Active Space Truss Y Z Y Z8002 501 1016 7.136 Active Space Truss Y Z Y Z8003 38 1023 11.061 Active Space Truss Y Z Y Z8004 43 1023 11.138 Active Space Truss Y Z Y Z8005 57 3202 11.409 Active Space Truss Y Z Y Z8006 64 3202 11.192 Active Space Truss Y Z Y Z8007 75 5001 10.404 Active Space Truss Y Z Y Z8008 83 2009 10.154 Active Space Truss Y Z Y Z8009 502 2005 6.237 Active Space Truss Y Z Y Z8010 502 3403 6.145 Active Space Truss Y Z Y Z


LIST FORCE MEMBER 'M-LOSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -4.01991 0.00000 0.0 1014 4.01991 -0.00000 0.08002 501 -3.12622 -0.00000 -0.00000 1016 3.12622 -0.00000 0.000008003 38 -1.83863 -0.00000 0.00000 1023 1.83863 -0.00000 -0.000008004 43 -1.33186 -0.00000 -0.00000 1023 1.33186 0.00000 0.000008005 57 -1.22911 0.00000 0.00000 3202 1.22911 -0.00000 -0.000008006 64 -1.53270 0.00000 0.00000 3202 1.53270 -0.00000 0.000008007 75 -1.61438 -0.00000 0.0 5001 1.61438 0.00000 0.08008 83 -3.13895 0.00000 0.00000 2009 3.13895 -0.00000 0.000008009 502 -1.32422 0.00000 0.00000 2005 1.32422 0.00000 -0.000008010 502 -4.98071 -0.00000 0.00000 3403 4.98071 -0.00000 -0.00000 Loading TW-WA ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -2.81025 0.00000 0.0 1014 2.81025 -0.00000 0.08002 501 -2.45911 -0.00000 -0.00000 1016 2.45911 0.00000 0.000008003 38 -1.20436 0.00000 0.00000 1023 1.20436 -0.00000 -0.000008004 43 -0.83846 -0.00000 -0.00000 1023 0.83846 0.00000 0.000008005 57 -0.68047 0.00000 0.00000 3202 0.68047 0.00000 0.000008006 64 -1.12101 -0.00000 0.00000 3202 1.12101 0.00000 0.000008007 75 -0.85816 -0.00000 0.0 5001 0.85816 0.00000 0.08008 83 -2.15801 0.00000 -0.00000 2009 2.15801 -0.00000 0.000008009 502 -1.17427 -0.00000 -0.00000 2005 1.17427 0.00000 -0.000008010 502 -3.51058 0.00000 0.00000 3403 3.51058 0.00000 -0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -8.03981 0.00000 0.0 1014 8.03981 -0.00000 0.08002 501 -6.25245 -0.00000 -0.00000 1016 6.25245 -0.00000 0.000008003 38 -3.67727 -0.00000 0.00000 1023 3.67727 -0.00000 -0.000008004 43 -2.66372 -0.00000 -0.00000 1023 2.66372 0.00000 0.000008005 57 -2.45822 0.00000 0.00000 3202 2.45822 -0.00000 -0.000008006 64 -3.06541 0.00000 0.00000

Page 12

lift_F1.txt 3202 3.06541 -0.00000 0.000008007 75 -3.22876 -0.00000 0.0 5001 3.22876 0.00000 0.08008 83 -6.27791 0.00000 0.00000 2009 6.27791 -0.00000 0.000008009 502 -2.64845 0.00000 0.00000 2005 2.64845 0.00000 -0.000008010 502 -9.96142 -0.00000 0.00000 3403 9.96142 -0.00000 -0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -5.62050 0.00000 0.0 1014 5.62050 -0.00000 0.08002 501 -4.91822 -0.00000 -0.00000 1016 4.91822 0.00000 0.000008003 38 -2.40872 0.00000 0.00000 1023 2.40872 -0.00000 -0.000008004 43 -1.67692 -0.00000 -0.00000 1023 1.67692 0.00000 0.000008005 57 -1.36095 0.00000 0.00000 3202 1.36095 0.00000 0.000008006 64 -2.24202 -0.00000 0.00000 3202 2.24202 0.00000 0.000008007 75 -1.71631 -0.00000 0.0 5001 1.71631 0.00000 0.08008 83 -4.31602 0.00000 -0.00000 2009 4.31602 -0.00000 0.000008009 502 -2.34855 -0.00000 -0.00000 2005 2.34855 0.00000 -0.000008010 502 -7.02115 0.00000 0.00000 3403 7.02115 0.00000 -0.00000


$$--------------------------$-- SPREADER FRAME DISPLACEMENTS$--------------------------$LOAD LIST 'TW-AI' 'TW-WA'PRINT JOINT DISP JOINT 'J-FRAME'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 -0.31105 -0.02476 0.20320 -0.49080 1.46340 -0.077671017 -0.31128 -0.04918 -0.19466 -0.52391 1.10110 -0.188452008 -0.28655 -0.03165 0.14066 0.12229 1.17127 -0.135082018 -0.28677 -0.05970 -0.22286 0.32340 1.03194 -0.04130 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 -0.31105 -0.02128 0.31114 -0.51732 1.38657 -0.037351002 -0.31105 -0.02190 0.28829 -0.51732 1.38668 -0.037351003 -0.31105 -0.02220 0.27726 -0.51732 1.38692 -0.037351004 -0.31105 -0.02255 0.26393 -0.51423 1.39138 -0.038011005 -0.31105 -0.02306 0.24564 -0.50706 1.40654 -0.044151006 -0.31105 -0.02369 0.22712 -0.49989 1.42757 -0.055591008 -0.31105 -0.02577 0.18613 -0.48448 1.48756 -0.094121009 -0.31111 -0.03619 0.05093 -0.43437 1.37902 -0.092081010 -0.31112 -0.03729 0.03377 -0.43033 1.34792 -0.081121011 -0.31112 -0.03781 0.02488 -0.42857 1.33155 -0.075681012 -0.31112 -0.03826 0.01679 -0.42924 1.31657 -0.069891013 -0.31113 -0.03908 -0.00025 -0.43291 1.28527 -0.057291014 -0.31116 -0.04049 -0.05736 -0.45600 1.07967 -0.012351015 -0.31121 -0.04134 -0.11692 -0.48509 0.91930 -0.031741016 -0.31125 -0.04398 -0.15723 -0.50609 0.94513 -0.098011018 -0.31127 -0.05097 -0.20455 -0.52809 1.15142 -0.209081019 -0.31125 -0.05767 -0.24063 -0.54228 1.24993 -0.216311020 -0.31125 -0.05936 -0.25049 -0.54449 1.25441 -0.207891021 -0.31125 -0.06063 -0.25819 -0.54336 1.26256 -0.205411022 -0.31125 -0.06350 -0.27596 -0.54336 1.27828 -0.206061023 -0.31125 -0.07007 -0.31715 -0.54336 1.30263 -0.207091024 -0.31125 -0.07144 -0.32579 -0.54336 1.30264 -0.207092001 -0.28656 -0.01783 0.22422 0.10208 1.07585 -0.183102002 -0.28656 -0.02084 0.20649 0.10208 1.07596 -0.183102003 -0.28656 -0.02230 0.19793 0.10208 1.07621 -0.183102004 -0.28656 -0.02343 0.19137 0.10442 1.07539 -0.185212005 -0.28656 -0.02584 0.17771 0.10768 1.07596 -0.187872006 -0.28656 -0.02757 0.16795 0.11164 1.08775 -0.182762007 -0.28656 -0.02900 0.15939 0.11506 1.10627 -0.172832009 -0.28661 -0.03540 0.07850 0.14381 1.29773 -0.036592010 -0.28668 -0.03700 0.00325 0.16946 1.23093 -0.044162011 -0.28669 -0.03734 -0.00574 0.17133 1.22010 -0.050302012 -0.28669 -0.03769 -0.01380 0.17303 1.20929 -0.056922013 -0.28669 -0.03804 -0.02116 0.17820 1.19786 -0.063132014 -0.28670 -0.03857 -0.03049 0.18154 1.17928 -0.070062015 -0.28671 -0.04239 -0.07486 0.21067 1.04118 -0.114722016 -0.28671 -0.04357 -0.08496 0.21782 1.01404 -0.121682017 -0.28674 -0.05202 -0.14613 0.26450 0.91469 -0.128482019 -0.28676 -0.06021 -0.24518 0.33859 1.08632 -0.016792020 -0.28675 -0.06034 -0.25667 0.34619 1.10076 -0.013372021 -0.28675 -0.06053 -0.27307 0.35251 1.10450 -0.01643

Page 13

lift_F1.txt2022 -0.28675 -0.06063 -0.27983 0.35406 1.10702 -0.016972023 -0.28675 -0.06073 -0.28660 0.35422 1.10784 -0.016972024 -0.28675 -0.06099 -0.30305 0.35422 1.10880 -0.016972025 -0.28675 -0.06122 -0.31854 0.35422 1.10941 -0.016972026 -0.28675 -0.06152 -0.33790 0.35422 1.10953 -0.016973201 -0.30462 -0.06063 -0.27720 -0.49767 1.24249 -0.163613202 -0.29228 -0.06063 -0.31051 -0.04573 1.18210 -0.073123203 -0.28853 -0.06063 -0.30179 0.26494 1.14396 -0.038743301 -0.30777 -0.03779 0.00841 -0.37693 1.31382 -0.088633302 -0.30084 -0.03776 -0.01356 -0.21405 1.28192 -0.098543303 -0.28877 -0.03770 -0.01862 0.12195 1.22335 -0.071943401 -0.30814 -0.02222 0.24134 -0.48378 1.30924 -0.048853402 -0.30571 -0.02224 0.22199 -0.39649 1.26079 -0.064373403 -0.28988 -0.02229 0.19617 0.06340 1.09757 -0.163784103 -0.28719 -0.06113 -0.32163 0.35537 1.10887 -0.016974201 -0.30499 -0.04386 -0.09477 -0.29408 1.18810 -0.090564202 -0.30207 -0.04651 -0.13659 -0.21495 1.11402 -0.088694203 -0.29932 -0.04902 -0.17381 -0.14307 1.04641 -0.080204204 -0.29787 -0.05035 -0.19023 -0.04321 1.01533 -0.098804205 -0.28959 -0.05789 -0.24546 0.29847 0.98274 -0.094904301 -0.30860 -0.03588 0.04590 -0.39452 1.29602 -0.064214302 -0.30247 -0.03247 0.09317 -0.13462 1.22807 -0.064724303 -0.29636 -0.02902 0.14097 0.04605 1.18221 -0.109925001 -0.29076 -0.04157 -0.08396 0.13248 1.20539 -0.093295002 -0.29503 -0.04528 -0.13208 -0.00071 1.12842 -0.097815003 -0.30192 -0.05124 -0.20470 -0.36932 1.03313 -0.043905004 -0.30468 -0.05360 -0.22749 -0.51676 1.09027 -0.086476001 -0.34792 -0.03660 0.22712 -0.49989 1.42757 -0.055596002 -0.31513 -0.02603 0.15939 0.11506 1.10627 -0.172836003 -0.33496 -0.05387 -0.11692 -0.48509 0.91930 -0.031746004 -0.31037 -0.04519 -0.14613 0.26450 0.91469 -0.12848 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 -0.04083 0.00549 0.01137 -0.29719 0.37996 -0.064451017 -0.04102 -0.01573 -0.04084 -0.32142 0.04307 -0.149852008 -0.02022 -0.00008 -0.01112 0.19447 0.14729 -0.111042018 -0.02039 -0.02382 -0.03854 0.33411 0.02141 -0.03685 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 -0.04083 0.00837 0.03690 -0.31815 0.31701 -0.031151002 -0.04083 0.00786 0.03168 -0.31815 0.31711 -0.031151003 -0.04083 0.00761 0.02915 -0.31815 0.31732 -0.031151004 -0.04083 0.00732 0.02610 -0.31571 0.32088 -0.031591005 -0.04083 0.00689 0.02184 -0.31004 0.33317 -0.036521006 -0.04083 0.00637 0.01739 -0.30437 0.35040 -0.045971008 -0.04084 0.00465 0.00684 -0.29219 0.39993 -0.078301009 -0.04089 -0.00414 -0.02902 -0.25258 0.30908 -0.079871010 -0.04089 -0.00510 -0.03276 -0.24938 0.28328 -0.071181011 -0.04090 -0.00556 -0.03460 -0.24788 0.26968 -0.066841012 -0.04090 -0.00595 -0.03621 -0.24837 0.25723 -0.062271013 -0.04090 -0.00670 -0.03941 -0.25121 0.23132 -0.052451014 -0.04093 -0.00817 -0.04654 -0.26902 0.06342 -0.017021015 -0.04097 -0.00924 -0.04532 -0.29147 -0.07342 -0.030811016 -0.04100 -0.01154 -0.04180 -0.30767 -0.06609 -0.080981018 -0.04101 -0.01715 -0.04142 -0.32465 0.07943 -0.165571019 -0.04100 -0.02244 -0.04514 -0.33560 0.14850 -0.171041020 -0.04099 -0.02378 -0.04634 -0.33730 0.15111 -0.164601021 -0.04099 -0.02478 -0.04729 -0.33624 0.15672 -0.162651022 -0.04099 -0.02706 -0.04956 -0.33624 0.16712 -0.163111023 -0.04099 -0.03226 -0.05526 -0.33624 0.18311 -0.163831024 -0.04099 -0.03334 -0.05648 -0.33624 0.18311 -0.163832001 -0.02023 0.01116 -0.00466 0.17916 0.07533 -0.149032002 -0.02023 0.00871 -0.00590 0.17916 0.07542 -0.149032003 -0.02023 0.00752 -0.00650 0.17916 0.07564 -0.149032004 -0.02023 0.00660 -0.00695 0.18116 0.07499 -0.150612005 -0.02022 0.00464 -0.00787 0.18359 0.07500 -0.152572006 -0.02022 0.00324 -0.00854 0.18654 0.08359 -0.148452007 -0.02022 0.00208 -0.00921 0.18908 0.09752 -0.140622009 -0.02026 -0.00328 -0.02174 0.21049 0.24545 -0.034072010 -0.02032 -0.00486 -0.03531 0.22959 0.19189 -0.040072011 -0.02032 -0.00516 -0.03669 0.23099 0.18309 -0.044872012 -0.02033 -0.00547 -0.03788 0.23225 0.17429 -0.050062013 -0.02033 -0.00578 -0.03892 0.23578 0.16504 -0.054942014 -0.02033 -0.00624 -0.04015 0.23804 0.15052 -0.060382015 -0.02034 -0.00946 -0.04387 0.25777 0.04126 -0.095412016 -0.02035 -0.01043 -0.04415 0.26261 0.01945 -0.100852017 -0.02037 -0.01740 -0.04206 0.29423 -0.06370 -0.105932019 -0.02038 -0.02431 -0.03953 0.34441 0.06260 -0.017622020 -0.02038 -0.02446 -0.04028 0.34955 0.07304 -0.015102021 -0.02038 -0.02468 -0.04141 0.35383 0.07516 -0.017762022 -0.02038 -0.02479 -0.04188 0.35444 0.07693 -0.018332023 -0.02038 -0.02490 -0.04236 0.35458 0.07765 -0.018332024 -0.02038 -0.02517 -0.04352 0.35458 0.07849 -0.018332025 -0.02038 -0.02543 -0.04462 0.35458 0.07901 -0.018332026 -0.02038 -0.02575 -0.04600 0.35458 0.07912 -0.018333201 -0.03573 -0.02478 -0.05892 -0.29915 0.14642 -0.130373202 -0.02565 -0.02478 -0.07560 0.04204 0.11545 -0.063403203 -0.02222 -0.02479 -0.06385 0.27677 0.09588 -0.037983301 -0.03799 -0.00555 -0.04390 -0.20521 0.25585 -0.075653302 -0.03217 -0.00552 -0.05432 -0.07103 0.23096 -0.081903303 -0.02212 -0.00548 -0.04483 0.19604 0.18526 -0.061223401 -0.03833 0.00759 0.00716 -0.28896 0.25690 -0.042593402 -0.03621 0.00757 -0.00400 -0.21683 0.21921 -0.055763403 -0.02294 0.00753 -0.00977 0.14893 0.09225 -0.134224103 -0.02086 -0.02533 -0.05343 0.35558 0.07854 -0.018334201 -0.03567 -0.01071 -0.06518 -0.13770 0.14822 -0.075374202 -0.03324 -0.01292 -0.07201 -0.07279 0.08577 -0.073984203 -0.03093 -0.01503 -0.07504 -0.01470 0.02943 -0.068254204 -0.02971 -0.01615 -0.07488 0.06199 0.00444 -0.082714205 -0.02284 -0.02240 -0.05729 0.32168 -0.02343 -0.079314301 -0.03867 -0.00385 -0.03583 -0.22216 0.24194 -0.056734302 -0.03333 -0.00086 -0.03609 -0.00864 0.19389 -0.055134303 -0.02823 0.00203 -0.02343 0.13932 0.16129 -0.090575001 -0.02377 -0.00878 -0.05832 0.20217 0.16648 -0.078115002 -0.02733 -0.01188 -0.07030 0.10178 0.10412 -0.08165

Page 14

lift_F1.txt5003 -0.03325 -0.01702 -0.07044 -0.19723 0.00296 -0.040695004 -0.03568 -0.01911 -0.05861 -0.31662 0.03293 -0.072816001 -0.04988 -0.00149 0.01739 -0.30437 0.35040 -0.045976002 -0.02274 0.00697 -0.00921 0.18908 0.09752 -0.140626003 -0.03907 -0.01677 -0.04533 -0.29147 -0.07342 -0.030816004 -0.01872 -0.00980 -0.04206 0.29423 -0.06370 -0.10593


$$--------------------------$-- SPOOL DISPLACEMENTS$--------------------------$LOAD LIST 'TW-AI' 'TW-WA'PRINT JOINT DISP JOINT 'J-SPOOL'**** Warning 5.700 - No joint list givenALL assumed for selection**** Warning 5.722 - Not all joints in selection have the same degrees of freedomOption 'QUICK' ignored

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 38 -0.50494 0.08697 -0.33720 0.94327 -0.22295 -0.9782143 -0.40847 0.04899 -0.30332 -0.06313 0.18824 -1.3374857 -0.30757 0.04822 -0.32868 -0.48997 0.34302 -0.7837064 -0.28875 0.09194 -0.29682 -0.48921 0.71838 -0.0387875 -0.30866 0.02420 -0.08588 -0.23318 1.94503 0.8560783 -0.35660 -0.10851 0.07485 -0.91466 0.73942 1.28766501 -0.41808 -0.10773 -0.11102 3.11414 1.86904 0.42502502 -0.25315 -0.14719 0.18821 -1.49252 1.57177 1.436411007 -0.31105 -0.02476 0.20320 -0.49080 1.46340 -0.077671017 -0.31128 -0.04918 -0.19466 -0.52391 1.10110 -0.188452008 -0.28655 -0.03165 0.14066 0.12229 1.17127 -0.135082018 -0.28677 -0.05970 -0.22286 0.32340 1.03194 -0.041309001 0.0 0.0 0.0 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 -0.47396 -0.01508 -0.11106 3.11128 1.89546 0.425022 -0.47229 -0.01030 -0.14482 3.08874 1.91827 0.420523 -0.47067 -0.00562 -0.17836 3.04275 1.88322 0.406934 -0.46912 -0.00113 -0.21098 2.97331 1.79032 0.384255 -0.46767 0.00306 -0.24195 2.88039 1.63956 0.352496 -0.46774 0.00404 -0.24598 2.86609 1.61462 0.347527 -0.46828 0.00583 -0.24976 2.85186 1.58910 0.342498 -0.46927 0.00836 -0.25321 2.83757 1.56281 0.337249 -0.47066 0.01154 -0.25621 2.82318 1.53591 0.3316510 -0.47238 0.01524 -0.25864 2.80867 1.50859 0.3256611 -0.47434 0.01929 -0.26041 2.79408 1.48123 0.3193012 -0.47646 0.02356 -0.26149 2.77929 1.45397 0.3125513 -0.47869 0.02793 -0.26186 2.76407 1.42669 0.3054114 -0.49369 0.05845 -0.26186 2.65249 1.24100 0.2532015 -0.50671 0.08770 -0.26186 2.53892 1.07370 0.2009816 -0.50831 0.09157 -0.26214 2.52351 1.05243 0.1940817 -0.50979 0.09529 -0.26296 2.50830 1.03154 0.1875918 -0.51111 0.09876 -0.26426 2.49297 1.01082 0.1814519 -0.51224 0.10188 -0.26600 2.47732 0.99016 0.1755920 -0.51314 0.10452 -0.26810 2.46122 0.96957 0.1699021 -0.51378 0.10657 -0.27046 2.44472 0.94917 0.1642722 -0.51417 0.10800 -0.27301 2.42763 0.92873 0.1585023 -0.51428 0.10875 -0.27566 2.40991 0.90806 0.1523624 -0.51421 0.11256 -0.30352 2.19614 0.65404 0.0685725 -0.51454 0.11465 -0.32567 1.97586 0.38663 -0.0363626 -0.51540 0.11468 -0.34210 1.75921 0.13106 -0.1624627 -0.51695 0.11230 -0.35325 1.55645 -0.08742 -0.3096928 -0.51937 0.10720 -0.36005 1.37778 -0.24357 -0.4780529 -0.52287 0.09905 -0.36392 1.23332 -0.31220 -0.6675930 -0.52314 0.09813 -0.36399 1.22219 -0.31334 -0.6855731 -0.52321 0.09716 -0.36367 1.21115 -0.31385 -0.7034732 -0.52306 0.09616 -0.36298 1.20009 -0.31376 -0.7214233 -0.52269 0.09518 -0.36195 1.18898 -0.31302 -0.7394134 -0.52211 0.09425 -0.36064 1.17785 -0.31154 -0.7572935 -0.52132 0.09342 -0.35909 1.16660 -0.30923 -0.7750036 -0.52035 0.09272 -0.35739 1.15509 -0.30598 -0.7924837 -0.51922 0.09220 -0.35556 1.14295 -0.30169 -0.8098939 -0.48833 0.08067 -0.32319 0.70404 -0.12722 -1.1123840 -0.46989 0.07352 -0.31314 0.50682 -0.04753 -1.2153941 -0.45010 0.06572 -0.30650 0.32857 0.02541 -1.2872442 -0.42946 0.05748 -0.30313 0.14626 0.10090 -1.3279444 -0.38759 0.04044 -0.30738 -0.24737 0.26629 -1.3182545 -0.36726 0.03203 -0.31409 -0.35428 0.31386 -1.2726446 -0.34787 0.02396 -0.32225 -0.40688 0.34028 -1.2006247 -0.32983 0.01642 -0.33109 -0.42819 0.35483 -1.1022548 -0.32819 0.01592 -0.33189 -0.42938 0.35596 -1.0918249 -0.32651 0.01576 -0.33261 -0.43051 0.35715 -1.0812850 -0.32485 0.01593 -0.33321 -0.43166 0.35842 -1.0705351 -0.32325 0.01643 -0.33369 -0.43287 0.35976 -1.0595552 -0.32180 0.01722 -0.33402 -0.43416 0.36111 -1.0484453 -0.32054 0.01828 -0.33418 -0.43556 0.36243 -1.0372354 -0.31952 0.01954 -0.33416 -0.43706 0.36367 -1.0259755 -0.31876 0.02098 -0.33398 -0.43868 0.36480 -1.0145456 -0.31281 0.03546 -0.33119 -0.45864 0.36794 -0.8985258 -0.30302 0.05931 -0.32680 -0.51610 0.33113 -0.6705959 -0.29913 0.06873 -0.32476 -0.52043 0.37335 -0.5597160 -0.29588 0.07652 -0.32177 -0.51081 0.45034 -0.4510561 -0.29322 0.08270 -0.31741 -0.49505 0.54269 -0.3446462 -0.29115 0.08731 -0.31159 -0.48098 0.63106 -0.24045

Page 15

lift_F1.txt63 -0.28966 0.09037 -0.30454 -0.47643 0.69608 -0.1385065 -0.28843 0.09205 -0.28896 -0.49612 0.75542 0.0584166 -0.28864 0.09073 -0.27993 -0.47394 0.86467 0.1527867 -0.28934 0.08801 -0.26865 -0.43052 1.02678 0.2443468 -0.29049 0.08392 -0.25437 -0.37369 1.22233 0.3330669 -0.29205 0.07850 -0.23668 -0.31123 1.43204 0.4189970 -0.29402 0.07179 -0.21551 -0.25100 1.63645 0.5020871 -0.29637 0.06383 -0.19112 -0.20083 1.81624 0.5823572 -0.29911 0.05468 -0.16409 -0.16852 1.95205 0.6598173 -0.30225 0.04438 -0.13536 -0.16192 2.02450 0.7344674 -0.30582 0.03300 -0.10620 -0.18883 2.01420 0.8062876 -0.31433 0.00723 -0.05235 -0.31903 1.80550 0.9405577 -0.31925 -0.00705 -0.02816 -0.37311 1.72892 1.0019378 -0.32456 -0.02218 -0.00533 -0.42448 1.65938 1.0593879 -0.33024 -0.03812 0.01607 -0.48098 1.57751 1.1129080 -0.33628 -0.05479 0.03568 -0.55041 1.46396 1.1624981 -0.34268 -0.07212 0.05276 -0.64062 1.29933 1.2081482 -0.34945 -0.09006 0.06628 -0.75943 1.06427 1.2498784 -0.36414 -0.12740 0.07757 -1.04851 0.46795 1.3202185 -0.37194 -0.14669 0.07718 -1.10318 0.39302 1.3461886 -0.37251 -0.14865 0.07728 -1.10465 0.39548 1.3483687 -0.37268 -0.15067 0.07774 -1.10565 0.39959 1.3504788 -0.37242 -0.15269 0.07854 -1.10643 0.40543 1.3525289 -0.37176 -0.15462 0.07966 -1.10725 0.41307 1.3544990 -0.36701 -0.16490 0.08688 -1.12229 0.48386 1.3644791 -0.36219 -0.17523 0.09493 -1.15663 0.59995 1.3730592 -0.35123 -0.15702 0.09492 -1.24078 0.84262 1.3907693 -0.33656 -0.13749 0.09493 -1.33049 1.08722 1.4084794 -0.33475 -0.13560 0.09517 -1.34013 1.11267 1.4102895 -0.33282 -0.13418 0.09588 -1.34973 1.13773 1.4119896 -0.33083 -0.13328 0.09705 -1.35931 1.16262 1.4135897 -0.32886 -0.13292 0.09866 -1.36883 1.18732 1.4150798 -0.32700 -0.13314 0.10065 -1.37817 1.21164 1.4164799 -0.32534 -0.13392 0.10295 -1.38724 1.23543 1.41778100 -0.32395 -0.13524 0.10547 -1.39601 1.25864 1.41903101 -0.32288 -0.13708 0.10817 -1.40456 1.28153 1.42027102 -0.31717 -0.15065 0.12678 -1.45151 1.41069 1.42733103 -0.31144 -0.16429 0.14660 -1.48256 1.50236 1.43237104 -0.30569 -0.17796 0.16720 -1.49769 1.55657 1.43540105 -0.29993 -0.19165 0.18818 -1.49691 1.57330 1.436411001 -0.31105 -0.02128 0.31114 -0.51732 1.38657 -0.037351002 -0.31105 -0.02190 0.28829 -0.51732 1.38668 -0.037351003 -0.31105 -0.02220 0.27726 -0.51732 1.38692 -0.037351004 -0.31105 -0.02255 0.26393 -0.51423 1.39138 -0.038011005 -0.31105 -0.02306 0.24564 -0.50706 1.40654 -0.044151006 -0.31105 -0.02369 0.22712 -0.49989 1.42757 -0.055591008 -0.31105 -0.02577 0.18613 -0.48448 1.48756 -0.094121009 -0.31111 -0.03619 0.05093 -0.43437 1.37902 -0.092081010 -0.31112 -0.03729 0.03377 -0.43033 1.34792 -0.081121011 -0.31112 -0.03781 0.02488 -0.42857 1.33155 -0.075681012 -0.31112 -0.03826 0.01679 -0.42924 1.31657 -0.069891013 -0.31113 -0.03908 -0.00025 -0.43291 1.28527 -0.057291014 -0.31116 -0.04049 -0.05736 -0.45600 1.07967 -0.012351015 -0.31121 -0.04134 -0.11692 -0.48509 0.91930 -0.031741016 -0.31125 -0.04398 -0.15723 -0.50609 0.94513 -0.098011018 -0.31127 -0.05097 -0.20455 -0.52809 1.15142 -0.209081019 -0.31125 -0.05767 -0.24063 -0.54228 1.24993 -0.216311020 -0.31125 -0.05936 -0.25049 -0.54449 1.25441 -0.207891021 -0.31125 -0.06063 -0.25819 -0.54336 1.26256 -0.205411022 -0.31125 -0.06350 -0.27596 -0.54336 1.27828 -0.206061023 -0.31125 -0.07007 -0.31715 -0.54336 1.30263 -0.207091024 -0.31125 -0.07144 -0.32579 -0.54336 1.30264 -0.207092001 -0.28656 -0.01783 0.22422 0.10208 1.07585 -0.183102002 -0.28656 -0.02084 0.20649 0.10208 1.07596 -0.183102003 -0.28656 -0.02230 0.19793 0.10208 1.07621 -0.183102004 -0.28656 -0.02343 0.19137 0.10442 1.07539 -0.185212005 -0.28656 -0.02584 0.17771 0.10768 1.07596 -0.187872006 -0.28656 -0.02757 0.16795 0.11164 1.08775 -0.182762007 -0.28656 -0.02900 0.15939 0.11506 1.10627 -0.172832009 -0.28661 -0.03540 0.07850 0.14381 1.29773 -0.036592010 -0.28668 -0.03700 0.00325 0.16946 1.23093 -0.044162011 -0.28669 -0.03734 -0.00574 0.17133 1.22010 -0.050302012 -0.28669 -0.03769 -0.01380 0.17303 1.20929 -0.056922013 -0.28669 -0.03804 -0.02116 0.17820 1.19786 -0.063132014 -0.28670 -0.03857 -0.03049 0.18154 1.17928 -0.070062015 -0.28671 -0.04239 -0.07486 0.21067 1.04118 -0.114722016 -0.28671 -0.04357 -0.08496 0.21782 1.01404 -0.121682017 -0.28674 -0.05202 -0.14613 0.26450 0.91469 -0.128482019 -0.28676 -0.06021 -0.24518 0.33859 1.08632 -0.016792020 -0.28675 -0.06034 -0.25667 0.34619 1.10076 -0.013372021 -0.28675 -0.06053 -0.27307 0.35251 1.10450 -0.016432022 -0.28675 -0.06063 -0.27983 0.35406 1.10702 -0.016972023 -0.28675 -0.06073 -0.28660 0.35422 1.10784 -0.016972024 -0.28675 -0.06099 -0.30305 0.35422 1.10880 -0.016972025 -0.28675 -0.06122 -0.31854 0.35422 1.10941 -0.016972026 -0.28675 -0.06152 -0.33790 0.35422 1.10953 -0.016973201 -0.30462 -0.06063 -0.27720 -0.49767 1.24249 -0.163613202 -0.29228 -0.06063 -0.31051 -0.04573 1.18210 -0.073123203 -0.28853 -0.06063 -0.30179 0.26494 1.14396 -0.038743301 -0.30777 -0.03779 0.00841 -0.37693 1.31382 -0.088633302 -0.30084 -0.03776 -0.01356 -0.21405 1.28192 -0.098543303 -0.28877 -0.03770 -0.01862 0.12195 1.22335 -0.071943401 -0.30814 -0.02222 0.24134 -0.48378 1.30924 -0.048853402 -0.30571 -0.02224 0.22199 -0.39649 1.26079 -0.064373403 -0.28988 -0.02229 0.19617 0.06340 1.09757 -0.163784103 -0.28719 -0.06113 -0.32163 0.35537 1.10887 -0.016974201 -0.30499 -0.04386 -0.09477 -0.29408 1.18810 -0.090564202 -0.30207 -0.04651 -0.13659 -0.21495 1.11402 -0.088694203 -0.29932 -0.04902 -0.17381 -0.14307 1.04641 -0.080204204 -0.29787 -0.05035 -0.19023 -0.04321 1.01533 -0.098804205 -0.28959 -0.05789 -0.24546 0.29847 0.98274 -0.094904301 -0.30860 -0.03588 0.04590 -0.39452 1.29602 -0.064214302 -0.30247 -0.03247 0.09317 -0.13462 1.22807 -0.064724303 -0.29636 -0.02902 0.14097 0.04605 1.18221 -0.109925001 -0.29076 -0.04157 -0.08396 0.13248 1.20539 -0.093295002 -0.29503 -0.04528 -0.13208 -0.00071 1.12842 -0.097815003 -0.30192 -0.05124 -0.20470 -0.36932 1.03313 -0.043905004 -0.30468 -0.05360 -0.22749 -0.51676 1.09027 -0.086476001 -0.34792 -0.03660 0.22712 -0.49989 1.42757 -0.055596002 -0.31513 -0.02603 0.15939 0.11506 1.10627 -0.172836003 -0.33496 -0.05387 -0.11692 -0.48509 0.91930 -0.031746004 -0.31037 -0.04519 -0.14613 0.26450 0.91469 -0.12848

Page 16

lift_F1.txtLoading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 38 -0.04597 0.04302 -0.07300 0.46069 -0.76961 -0.3735243 -0.00464 0.02724 -0.04172 -0.12242 -0.40918 -0.5775357 0.03919 0.02614 -0.06449 -0.33091 -0.18782 -0.3134764 0.04472 0.04194 -0.08926 -0.35919 -0.05739 0.0170875 0.03348 0.01152 -0.05939 -0.20204 0.65313 0.3525183 0.01395 -0.03989 -0.02425 -0.61453 -0.10860 0.48967501 -0.03548 -0.08302 -0.04710 1.72196 0.66206 0.32341502 0.02978 -0.02469 -0.01150 -1.03080 0.36841 0.535561007 -0.04083 0.00549 0.01137 -0.29719 0.37996 -0.064451017 -0.04102 -0.01573 -0.04084 -0.32142 0.04307 -0.149852008 -0.02022 -0.00008 -0.01112 0.19447 0.14729 -0.111042018 -0.02039 -0.02382 -0.03854 0.33411 0.02141 -0.036859001 0.0 0.0 0.0 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 -0.05529 -0.03180 -0.04712 1.71988 0.67347 0.323412 -0.05395 -0.02821 -0.06175 1.70598 0.67793 0.321183 -0.05264 -0.02468 -0.07615 1.67748 0.64633 0.314474 -0.05136 -0.02124 -0.08986 1.63437 0.57867 0.303265 -0.05013 -0.01795 -0.10244 1.57664 0.47496 0.287556 -0.05004 -0.01727 -0.10404 1.56774 0.45811 0.285107 -0.05009 -0.01616 -0.10552 1.55888 0.44097 0.282618 -0.05027 -0.01466 -0.10686 1.54996 0.42338 0.280019 -0.05055 -0.01281 -0.10802 1.54096 0.40542 0.2772510 -0.05093 -0.01071 -0.10895 1.53188 0.38719 0.2742911 -0.05137 -0.00843 -0.10962 1.52275 0.36892 0.2711512 -0.05186 -0.00607 -0.11003 1.51351 0.35067 0.2678113 -0.05238 -0.00368 -0.11016 1.50402 0.33232 0.2642814 -0.05539 0.01288 -0.11016 1.43446 0.20490 0.2384715 -0.05702 0.02865 -0.11016 1.36346 0.08542 0.2126616 -0.05712 0.03074 -0.11025 1.35380 0.06985 0.2092517 -0.05718 0.03277 -0.11049 1.34425 0.05449 0.2060418 -0.05719 0.03470 -0.11087 1.33462 0.03919 0.2030119 -0.05716 0.03646 -0.11136 1.32483 0.02388 0.2001120 -0.05709 0.03799 -0.11194 1.31480 0.00859 0.1973021 -0.05699 0.03921 -0.11259 1.30459 -0.00659 0.1945122 -0.05688 0.04012 -0.11326 1.29408 -0.02179 0.1916623 -0.05677 0.04067 -0.11395 1.28324 -0.03715 0.1886324 -0.05555 0.04446 -0.11987 1.15409 -0.22083 0.1472125 -0.05447 0.04738 -0.12192 1.02351 -0.40666 0.0953326 -0.05362 0.04927 -0.12018 0.89789 -0.57885 0.0330027 -0.05307 0.04995 -0.11507 0.78363 -0.72157 -0.0397828 -0.05293 0.04928 -0.10728 0.68712 -0.81903 -0.1230029 -0.05331 0.04710 -0.09783 0.61470 -0.85544 -0.2166930 -0.05334 0.04681 -0.09681 0.60952 -0.85525 -0.2255831 -0.05330 0.04651 -0.09556 0.60445 -0.85457 -0.2344432 -0.05318 0.04619 -0.09414 0.59942 -0.85340 -0.2433333 -0.05299 0.04587 -0.09259 0.59437 -0.85168 -0.2522634 -0.05273 0.04557 -0.09098 0.58928 -0.84936 -0.2611635 -0.05240 0.04530 -0.08938 0.58404 -0.84641 -0.2699936 -0.05202 0.04507 -0.08785 0.57853 -0.84277 -0.2787337 -0.05158 0.04489 -0.08643 0.57251 -0.83841 -0.2874639 -0.03916 0.04058 -0.06226 0.32083 -0.68902 -0.4443140 -0.03139 0.03768 -0.05397 0.20701 -0.61850 -0.5001141 -0.02289 0.03443 -0.04779 0.10482 -0.55224 -0.5409142 -0.01389 0.03092 -0.04364 -0.00019 -0.48441 -0.5667244 0.00463 0.02348 -0.04221 -0.22892 -0.33985 -0.5733845 0.01369 0.01976 -0.04434 -0.28677 -0.28974 -0.5543046 0.02231 0.01619 -0.04737 -0.31039 -0.25301 -0.5202647 0.03026 0.01287 -0.05080 -0.31418 -0.22386 -0.4713048 0.03098 0.01265 -0.05117 -0.31407 -0.22131 -0.4660249 0.03170 0.01258 -0.05163 -0.31401 -0.21873 -0.4606650 0.03241 0.01265 -0.05215 -0.31403 -0.21615 -0.4552051 0.03309 0.01287 -0.05272 -0.31414 -0.21358 -0.4496052 0.03370 0.01320 -0.05331 -0.31431 -0.21108 -0.4439553 0.03423 0.01365 -0.05390 -0.31455 -0.20869 -0.4382554 0.03464 0.01419 -0.05446 -0.31481 -0.20641 -0.4325355 0.03495 0.01481 -0.05498 -0.31506 -0.20424 -0.4267556 0.03724 0.02089 -0.05978 -0.31944 -0.18736 -0.3689558 0.04082 0.03058 -0.06933 -0.34085 -0.18433 -0.2601759 0.04214 0.03425 -0.07394 -0.34066 -0.15557 -0.2089060 0.04318 0.03716 -0.07799 -0.33523 -0.11367 -0.1596461 0.04395 0.03936 -0.08135 -0.32947 -0.07078 -0.1124362 0.04446 0.04086 -0.08412 -0.32827 -0.03901 -0.0672363 0.04472 0.04171 -0.08658 -0.33655 -0.03051 -0.0240665 0.04446 0.04159 -0.09257 -0.37841 -0.07564 0.0563866 0.04397 0.04067 -0.09579 -0.37641 -0.04124 0.0940467 0.04329 0.03919 -0.09811 -0.35810 0.03369 0.1300468 0.04245 0.03718 -0.09895 -0.32838 0.13698 0.1644069 0.04147 0.03465 -0.09790 -0.29214 0.25656 0.1971170 0.04035 0.03162 -0.09480 -0.25429 0.38024 0.2281871 0.03912 0.02813 -0.08968 -0.21973 0.49593 0.2575972 0.03778 0.02420 -0.08279 -0.19337 0.59149 0.2853673 0.03631 0.01985 -0.07456 -0.18010 0.65479 0.3114974 0.03471 0.01512 -0.06569 -0.18482 0.67369 0.3359676 0.03108 0.00467 -0.04916 -0.23834 0.60285 0.3801577 0.02904 -0.00101 -0.04191 -0.26247 0.57412 0.4000778 0.02687 -0.00696 -0.03524 -0.28830 0.54131 0.4185779 0.02457 -0.01316 -0.02934 -0.32074 0.49229 0.4356580 0.02215 -0.01958 -0.02459 -0.36468 0.41491 0.4512981 0.01958 -0.02620 -0.02159 -0.42502 0.29706 0.4655182 0.01685 -0.03298 -0.02113 -0.50667 0.12660 0.4783184 0.01086 -0.04690 -0.03158 -0.70837 -0.30896 0.4994385 0.00764 -0.05401 -0.04127 -0.74798 -0.37493 0.5073986 0.00740 -0.05473 -0.04217 -0.74920 -0.37462 0.5080787 0.00730 -0.05547 -0.04286 -0.75018 -0.37316 0.5087388 0.00736 -0.05621 -0.04331 -0.75106 -0.37051 0.5093789 0.00757 -0.05691 -0.04351 -0.75203 -0.36666 0.5099990 0.00914 -0.06063 -0.04375 -0.76475 -0.32565 0.5131091 0.01074 -0.06437 -0.04347 -0.79091 -0.25305 0.5157892 0.00807 -0.05190 -0.04347 -0.85071 -0.09830 0.5213193 0.00775 -0.03850 -0.04347 -0.91213 0.05676 0.5268494 0.00789 -0.03714 -0.04341 -0.91859 0.07284 0.5274095 0.00810 -0.03599 -0.04321 -0.92499 0.08869 0.5279396 0.00839 -0.03507 -0.04288 -0.93137 0.10444 0.52843

Page 17

lift_F1.txt97 0.00873 -0.03442 -0.04241 -0.93771 0.12009 0.5289098 0.00911 -0.03408 -0.04182 -0.94396 0.13551 0.5293399 0.00950 -0.03406 -0.04113 -0.95005 0.15062 0.52974100 0.00988 -0.03435 -0.04035 -0.95599 0.16541 0.53013101 0.01023 -0.03497 -0.03952 -0.96183 0.18002 0.53052102 0.01237 -0.04005 -0.03343 -0.99448 0.26273 0.53272103 0.01451 -0.04515 -0.02656 -1.01707 0.32173 0.53430104 0.01666 -0.05026 -0.01917 -1.02960 0.35704 0.53524105 0.01882 -0.05538 -0.01153 -1.03207 0.36865 0.535561001 -0.04083 0.00837 0.03690 -0.31815 0.31701 -0.031151002 -0.04083 0.00786 0.03168 -0.31815 0.31711 -0.031151003 -0.04083 0.00761 0.02915 -0.31815 0.31732 -0.031151004 -0.04083 0.00732 0.02610 -0.31571 0.32088 -0.031591005 -0.04083 0.00689 0.02184 -0.31004 0.33317 -0.036521006 -0.04083 0.00637 0.01739 -0.30437 0.35040 -0.045971008 -0.04084 0.00465 0.00684 -0.29219 0.39993 -0.078301009 -0.04089 -0.00414 -0.02902 -0.25258 0.30908 -0.079871010 -0.04089 -0.00510 -0.03276 -0.24938 0.28328 -0.071181011 -0.04090 -0.00556 -0.03460 -0.24788 0.26968 -0.066841012 -0.04090 -0.00595 -0.03621 -0.24837 0.25723 -0.062271013 -0.04090 -0.00670 -0.03941 -0.25121 0.23132 -0.052451014 -0.04093 -0.00817 -0.04654 -0.26902 0.06342 -0.017021015 -0.04097 -0.00924 -0.04532 -0.29147 -0.07342 -0.030811016 -0.04100 -0.01154 -0.04180 -0.30767 -0.06609 -0.080981018 -0.04101 -0.01715 -0.04142 -0.32465 0.07943 -0.165571019 -0.04100 -0.02244 -0.04514 -0.33560 0.14850 -0.171041020 -0.04099 -0.02378 -0.04634 -0.33730 0.15111 -0.164601021 -0.04099 -0.02478 -0.04729 -0.33624 0.15672 -0.162651022 -0.04099 -0.02706 -0.04956 -0.33624 0.16712 -0.163111023 -0.04099 -0.03226 -0.05526 -0.33624 0.18311 -0.163831024 -0.04099 -0.03334 -0.05648 -0.33624 0.18311 -0.163832001 -0.02023 0.01116 -0.00466 0.17916 0.07533 -0.149032002 -0.02023 0.00871 -0.00590 0.17916 0.07542 -0.149032003 -0.02023 0.00752 -0.00650 0.17916 0.07564 -0.149032004 -0.02023 0.00660 -0.00695 0.18116 0.07499 -0.150612005 -0.02022 0.00464 -0.00787 0.18359 0.07500 -0.152572006 -0.02022 0.00324 -0.00854 0.18654 0.08359 -0.148452007 -0.02022 0.00208 -0.00921 0.18908 0.09752 -0.140622009 -0.02026 -0.00328 -0.02174 0.21049 0.24545 -0.034072010 -0.02032 -0.00486 -0.03531 0.22959 0.19189 -0.040072011 -0.02032 -0.00516 -0.03669 0.23099 0.18309 -0.044872012 -0.02033 -0.00547 -0.03788 0.23225 0.17429 -0.050062013 -0.02033 -0.00578 -0.03892 0.23578 0.16504 -0.054942014 -0.02033 -0.00624 -0.04015 0.23804 0.15052 -0.060382015 -0.02034 -0.00946 -0.04387 0.25777 0.04126 -0.095412016 -0.02035 -0.01043 -0.04415 0.26261 0.01945 -0.100852017 -0.02037 -0.01740 -0.04206 0.29423 -0.06370 -0.105932019 -0.02038 -0.02431 -0.03953 0.34441 0.06260 -0.017622020 -0.02038 -0.02446 -0.04028 0.34955 0.07304 -0.015102021 -0.02038 -0.02468 -0.04141 0.35383 0.07516 -0.017762022 -0.02038 -0.02479 -0.04188 0.35444 0.07693 -0.018332023 -0.02038 -0.02490 -0.04236 0.35458 0.07765 -0.018332024 -0.02038 -0.02517 -0.04352 0.35458 0.07849 -0.018332025 -0.02038 -0.02543 -0.04462 0.35458 0.07901 -0.018332026 -0.02038 -0.02575 -0.04600 0.35458 0.07912 -0.018333201 -0.03573 -0.02478 -0.05892 -0.29915 0.14642 -0.130373202 -0.02565 -0.02478 -0.07560 0.04204 0.11545 -0.063403203 -0.02222 -0.02479 -0.06385 0.27677 0.09588 -0.037983301 -0.03799 -0.00555 -0.04390 -0.20521 0.25585 -0.075653302 -0.03217 -0.00552 -0.05432 -0.07103 0.23096 -0.081903303 -0.02212 -0.00548 -0.04483 0.19604 0.18526 -0.061223401 -0.03833 0.00759 0.00716 -0.28896 0.25690 -0.042593402 -0.03621 0.00757 -0.00400 -0.21683 0.21921 -0.055763403 -0.02294 0.00753 -0.00977 0.14893 0.09225 -0.134224103 -0.02086 -0.02533 -0.05343 0.35558 0.07854 -0.018334201 -0.03567 -0.01071 -0.06518 -0.13770 0.14822 -0.075374202 -0.03324 -0.01292 -0.07201 -0.07279 0.08577 -0.073984203 -0.03093 -0.01503 -0.07504 -0.01470 0.02943 -0.068254204 -0.02971 -0.01615 -0.07488 0.06199 0.00444 -0.082714205 -0.02284 -0.02240 -0.05729 0.32168 -0.02343 -0.079314301 -0.03867 -0.00385 -0.03583 -0.22216 0.24194 -0.056734302 -0.03333 -0.00086 -0.03609 -0.00864 0.19389 -0.055134303 -0.02823 0.00203 -0.02343 0.13932 0.16129 -0.090575001 -0.02377 -0.00878 -0.05832 0.20217 0.16648 -0.078115002 -0.02733 -0.01188 -0.07030 0.10178 0.10412 -0.081655003 -0.03325 -0.01702 -0.07044 -0.19723 0.00296 -0.040695004 -0.03568 -0.01911 -0.05861 -0.31662 0.03293 -0.072816001 -0.04988 -0.00149 0.01739 -0.30437 0.35040 -0.045976002 -0.02274 0.00697 -0.00921 0.18908 0.09752 -0.140626003 -0.03907 -0.01677 -0.04533 -0.29147 -0.07342 -0.030816004 -0.01872 -0.00980 -0.04206 0.29423 -0.06370 -0.10593


$----------------------------------------------$$ API CHECK WITH DAF = 2.00$$----------------------------------------------$UNITS METER TON DEGREE SECOND$LOAD LIST 'TW-DAF-A' 'TW-DAF-W'$INACTIVE MEMBER ALLACTIVATE MEMBER 'M-SPOOL'$INIT REPORT 'API-SPOO' API MEMBER 'API MEMBER CHECK'API LO 0.6 WSD NS 11 MEMBER OPERATING****************************************************************************************************************************** ** Code checking of members according to API RP 2A-WSD 21th edition. December 2000. ** ** Type of loading is : operating. Alpha : 1.000 ** Output results for the members with a ratio > 0.600 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH EAGLE SPREADER FRAME

Page 18

lift_F1.txt ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 6 START 6 END 7 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.562 0.186 0.598 0.054 0.598 * * 1.000 NORMALIZED RATIO 0.006 0.577 0.191 0.613 0.053 0.613 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 154.226 19771.069 6544.211 974.724 * * LOADING TW-DAF-A 1.067 -4.859 -1.608 1.468 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 7 START 7 END 8 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.007 0.561 0.235 0.616 0.027 0.616 * * 1.000 NORMALIZED RATIO 0.007 0.573 0.241 0.628 0.027 0.628 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 188.913 19633.915 8248.436 487.615 * * LOADING TW-DAF-A 1.307 -4.825 -2.027 1.211 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 8 START 8 END 9 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.008 0.557 0.275 0.629 0.031 0.629 * * 1.000 NORMALIZED RATIO 0.008 0.565 0.281 0.639 0.031 0.639 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 214.816 19368.264 9617.840 564.834 * * LOADING TW-DAF-A 1.486 -4.760 -2.364 0.920 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 9 START 9 END 10 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.552 0.304 0.639 0.049 0.639 * * 1.000 NORMALIZED RATIO 0.008 0.557 0.309 0.645 0.049 0.645 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 230.790 19070.858 10571.255 894.996 * * LOADING TW-DAF-A 1.596 -4.687 -2.598 0.625 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 10 START 10 END 11 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.548 0.320 0.643 0.068 0.643 * * 1.000 NORMALIZED RATIO 0.009 0.549 0.324 0.646 0.068 0.646 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 236.929 18793.423 11105.593 1240.646 * * LOADING TW-DAF-A 1.639 -4.618 -2.729 0.375 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 11 START 11 END 12 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.545 0.324 0.643 0.088 0.643 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 238.056 18681.371 11114.963 1607.920 * * LOADING TW-DAF-A 1.647 -4.591 -2.731 0.339 OPERATING * * * * 1.000 NORMALIZED RATIO 0.009 0.543 0.327 0.642 0.088 0.642 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 12 START 12 END 13 TYPE TUBE LENGTH 0.090 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.008 0.546 0.316 0.639 0.110 0.639 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 224.847 18692.971 10837.287 2007.431 *

Page 19

lift_F1.txt* LOADING TW-DAF-A 1.555 -4.594 -2.663 0.546 OPERATING * * * * 1.000 NORMALIZED RATIO 0.008 0.540 0.318 0.634 0.110 0.634 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 13 START 13 END 14 TYPE TUBE LENGTH 0.646 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.008 0.543 0.308 0.633 0.120 0.633 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 212.262 18621.537 10567.018 2190.168 * * LOADING TW-DAF-A 1.468 -4.576 -2.597 0.673 OPERATING * * * * 1.000 NORMALIZED RATIO 0.006 0.492 0.314 0.590 0.120 0.590 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 23 START 23 END 24 TYPE TUBE LENGTH 1.005 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.533 0.151 0.557 0.144 0.557 * * 1.000 NORMALIZED RATIO 0.003 0.583 0.190 0.616 0.139 0.616 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 87.403 19978.842 6493.011 2537.310 * * LOADING TW-DAF-A 0.605 -4.910 -1.596 0.388 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 24 START 24 END 25 TYPE TUBE LENGTH 1.005 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.583 0.190 0.616 0.139 0.616 * * 0.800 NORMALIZED RATIO 0.003 0.588 0.220 0.631 0.138 0.631 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 85.078 20153.040 7537.545 2520.444 * * LOADING TW-DAF-A 0.589 -4.953 -1.852 0.334 OPERATING * * * * 1.000 NORMALIZED RATIO 0.003 0.585 0.228 0.630 0.138 0.630 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 25 START 25 END 26 TYPE TUBE LENGTH 1.005 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.585 0.228 0.630 0.139 0.630 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 84.504 20028.949 7794.973 2531.469 * * LOADING TW-DAF-A 0.585 -4.922 -1.916 0.368 OPERATING * * * * 1.000 NORMALIZED RATIO 0.003 0.537 0.264 0.602 0.143 0.602 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 26 START 26 END 27 TYPE TUBE LENGTH 1.005 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.537 0.264 0.602 0.143 0.602 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 81.603 18410.533 9061.167 2619.114 * * LOADING TW-DAF-A 0.564 -4.524 -2.227 0.673 OPERATING * * * * 1.000 NORMALIZED RATIO 0.003 0.441 0.300 0.537 0.149 0.537 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 37 START 37 END 38 TYPE TUBE LENGTH 0.975 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.001 0.244 0.362 0.438 0.038 0.438 * * 1.000 NORMALIZED RATIO 0.001 0.513 0.312 0.602 0.044 0.602 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 36.147 17576.821 10680.430 809.751 * * LOADING TW-DAF-A 0.250 4.319 -2.625 2.556 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 38 START 38 END 39 TYPE TUBE LENGTH 0.975 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM *

Page 20

lift_F1.txt* * * 0.000 NORMALIZED RATIO 0.023 0.513 0.312 0.624 0.023 0.624 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -75.709 -1.758+04 -1.068+04 424.213 * * LOADING TW-DAF-A -0.524 4.319 -2.625 1.219 OPERATING * * * * 1.000 NORMALIZED RATIO 0.024 0.411 0.247 0.504 0.018 0.504 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 81 START 81 END 82 TYPE TUBE LENGTH 0.920 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.001 0.433 0.078 0.441 0.056 0.441 * * 1.000 NORMALIZED RATIO 0.000 0.602 0.068 0.607 0.062 0.607 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -1.019 -2.064+04 -2342.828 1130.545 * * LOADING TW-DAF-A -0.007 -5.073 -0.576 1.736 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 82 START 82 END 83 TYPE TUBE LENGTH 0.920 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.000 0.602 0.068 0.607 0.062 0.607 * * 1.000 NORMALIZED RATIO 0.000 0.812 0.058 0.814 0.068 0.814 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 0.784 27834.633 1982.698 1239.863 * * LOADING TW-DAF-A 0.005 -6.840 -0.487 2.110 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 83 START 83 END 84 TYPE TUBE LENGTH 0.920 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.812 0.058 0.821 0.100 0.821 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -20.562 -2.783+04 -1984.051 1835.067 * * LOADING TW-DAF-A -0.142 -6.840 -0.488 4.169 OPERATING * * * * 1.000 NORMALIZED RATIO 0.006 0.377 0.051 0.386 0.095 0.386 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 91 START 91 END 92 TYPE TUBE LENGTH 0.871 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.129 0.500 0.168 0.656 0.029 0.656 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -415.687 -1.712+04 -5763.494 535.921 * * LOADING TW-DAF-A -2.875 4.208 1.416 0.118 OPERATING * * * * 1.000 NORMALIZED RATIO 0.113 0.504 0.180 0.648 0.029 0.648 * * * ***************************************************************************************************************************** ****************************************************************************************************************************** ** 104 members were checked. ** ** 104 members passed code check. ** ** 0 members failed code check. ** ** 0 members with an error status. ** ******************************************************************************************************************************PRINT REPORT 'API-SPOO'

******************************************************************************************************************************* ** SUMMARY OF API RATIOS FOR MEMBERS ** ******************************************************************************************************************************** ** REPORT : API-SPOO PAGE 1/ 4 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 83 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.821 CB ** 82 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.814 CB ** 91 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.656 CB ** 10 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.646 CB ** 9 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.645 CB ** 11 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.643 CB ** 8 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.639 CB ** 12 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.639 CB ** 13 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.633 CB ** 24 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.800 * 0.631 CB ** 25 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.630 CB ** 7 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.628 CB ** 38 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.624 CB *

Page 21

lift_F1.txt* 23 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.616 CB ** 6 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.613 CB ** 81 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.607 CB ** 26 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.602 CB ** 37 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.602 CB ** 5 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.595 CB ** 14 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.590 CB ** 4 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.575 CB ** 22 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.561 CB ** 21 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.561 CB ** 20 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.560 CB ** 19 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.559 CB ** 18 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.557 CB ** 17 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.555 CB ** 16 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.553 CB ** 15 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.552 CB ** 93 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.548 CB ** 94 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.548 CB ** 92 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.548 CB ** 95 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.546 CB ** 96 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.540 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-SPOO PAGE 2/ 4 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 27 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.537 CB ** 97 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.532 CB ** 90 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.529 CB ** 98 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.522 CB ** 99 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.510 CB ** 39 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.504 CB ** 100 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.495 CB ** 42 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.488 CB ** 101 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.481 CB ** 68 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.700 * 0.465 CB ** 69 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.463 CB ** 43 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.462 CB ** 67 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.457 CB ** 28 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.451 CB ** 80 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.441 CB ** 36 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.438 CB ** 70 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.431 CB ** 35 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.426 CB ** 40 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.425 CB ** 66 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.414 CB ** 41 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.412 CB ** 34 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.412 CB ** 3 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.402 CB ** 33 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.397 CB ** 84 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.386 CB ** 32 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.386 CB ** 29 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.383 CB ** 31 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.379 CB ** 30 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.377 CB ** 71 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.362 CB ** 89 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.357 CB ** 102 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.357 CB ** 65 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.338 CB ** 75 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.336 CB ** 74 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.334 CB ** 60 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.700 * 0.323 CB ** 61 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.321 CB ** 79 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.319 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-SPOO PAGE 3/ 4 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 59 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.317 CB ** 62 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.299 CB ** 57 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.298 CB ** 58 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.292 CB ** 44 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.291 CB ** 56 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.266 CB ** 72 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.260 CB ** 63 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.259 CB ** 54 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.246 CB ** 55 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.245 CB ** 53 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.245 CB ** 64 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.244 CB ** 52 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.243 CB ** 78 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.240 CB ** 51 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.240 CB ** 76 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.238 CB ** 50 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.235 CB ** 103 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.232 CB ** 2 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.230 CB ** 49 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.229 CB ** 48 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.223 CB ** 47 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.215 CB ** 46 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.209 CB ** 77 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.204 CB ** 73 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.198 CB ** 45 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.189 CB ** 88 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.178 CB ** 87 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.147 CB ** 1 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.123 CB ** 86 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.112 CB ** 104 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.108 CB ** 85 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.087 SH *******************************************************************************************************************************

Page 22

lift_F1.txt

******************************************************************************************************************************* ** REPORT : API-SPOO PAGE 4/ 4 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** ** TOTAL OF 104 MEMBERS WERE CHECKED ** ** 0 MEMBERS WITH AN ERROR STATUS ** 0 MEMBERS FAILED CODE CHECK ** 104 MEMBERS PASSED CODE CHECK ** *******************************************************************************************************************************

$$INACTIVE MEMBER ALLACTIVATE MEMBER 'M-FRAME'$INIT REPORT 'API-FRAM' API MEMBER 'API MEMBER CHECK'API LO 0.6 WSD NS 11 MEMBER OPERATING****************************************************************************************************************************** ** Code checking of members according to API RP 2A-WSD 21th edition. December 2000. ** ** Type of loading is : operating. Alpha : 1.000 ** Output results for the members with a ratio > 0.600 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 1016 START 1016 END 1017 TYPE TUBE LENGTH 2.135 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.135 KZ 1.000 LZR (M) 2.135 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 12.188 12.188 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.024 0.256 0.248 0.380 0.149 0.380 * * 1.000 NORMALIZED RATIO 0.024 0.780 0.351 0.879 0.153 0.879 * * ALLOWABLE STRESS -2.133+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -504.517 -2.058+04 -9248.760 2252.836 * * LOADING TW-DAF-A -9.970 49.122 -22.080 16.114 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1017 START 1017 END 1018 TYPE TUBE LENGTH 0.500 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.500 KZ 1.000 LZR (M) 0.500 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 2.854 2.854 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.024 0.780 0.351 0.879 0.201 0.879 * * ALLOWABLE STRESS 22025.871 26371.169 26371.169 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 519.397 20575.868 9248.760 2955.797 * * LOADING TW-DAF-A 10.264 49.122 -22.080 23.060 OPERATING * * * * 1.000 NORMALIZED RATIO 0.024 0.641 0.232 0.706 0.200 0.706 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1018 START 1018 END 1019 TYPE TUBE LENGTH 1.700 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.700 KZ 1.000 LZR (M) 1.700 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 9.705 9.705 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.024 0.641 0.232 0.706 0.200 0.706 * * ALLOWABLE STRESS 22025.871 26371.169 26371.169 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 519.397 16916.901 6116.758 2943.035 * * LOADING TW-DAF-A 10.264 40.387 -14.603 22.934 OPERATING * * * * 1.000 NORMALIZED RATIO 0.024 0.180 0.172 0.272 0.197 0.272 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2007 START 2007 END 2008 TYPE TUBE LENGTH 0.950 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.950 KZ 1.000 LZR (M) 0.950 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 5.423 5.423 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.008 0.351 0.196 0.410 0.181 0.410 * * 1.000 NORMALIZED RATIO 0.008 0.616 0.365 0.724 0.183 0.724 * * ALLOWABLE STRESS 22025.871 26371.169 26371.169 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 168.002 16237.469 9633.068 2685.330 * * LOADING TW-DAF-A 3.320 38.765 22.998 20.933 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2008 START 2008 END 2009 TYPE TUBE LENGTH 2.829 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.829 KZ 1.000 LZR (M) 2.829 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 16.150 16.150 * * *

Page 23

lift_F1.txt* SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.042 0.616 0.365 0.758 0.140 0.758 * * ALLOWABLE STRESS -2.106+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -879.309 -1.624+04 -9633.068 2050.849 * * LOADING TW-DAF-A -17.377 38.765 22.998 14.664 OPERATING * * * * 1.000 NORMALIZED RATIO 0.042 0.023 0.126 0.170 0.134 0.170 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3202 START 3201 END 3202 TYPE TUBE LENGTH 6.212 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 6.212 KZ 1.000 LZR (M) 6.212 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 39.374 39.374 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.000 0.235 0.120 0.264 0.078 0.264 * * 1.000 NORMALIZED RATIO 0.000 0.657 0.066 0.661 0.064 0.661 * * ALLOWABLE STRESS -1.900+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -7.634 -1.724+04 -1727.423 940.436 * * LOADING TW-DAF-A -0.119 -29.203 2.926 2.245 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3203 START 3202 END 3203 TYPE TUBE LENGTH 3.923 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.923 KZ 1.000 LZR (M) 3.923 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 24.865 24.865 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.001 0.657 0.066 0.661 0.071 0.661 * * ALLOWABLE STRESS -2.037+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -11.220 -1.724+04 -1727.423 1049.324 * * LOADING TW-DAF-A -0.175 -29.203 2.926 3.092 OPERATING * * * * 1.000 NORMALIZED RATIO 0.001 0.340 0.046 0.343 0.080 0.343 * * * ***************************************************************************************************************************** ****************************************************************************************************************************** ** 81 members were checked. ** ** 81 members passed code check. ** ** 0 members failed code check. ** ** 0 members with an error status. ** ******************************************************************************************************************************PRINT REPORT 'API-FRAM'

******************************************************************************************************************************* ** SUMMARY OF API RATIOS FOR MEMBERS ** ******************************************************************************************************************************** ** REPORT : API-FRAM PAGE 1/ 3 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 1016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.879 CB ** 1017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.879 CB ** 2008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.758 CB ** 2007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.724 CB ** 1018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.706 CB ** 3203 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.661 CB ** 3202 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.661 CB ** 1014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.567 CB ** 1013 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.563 CB ** 2014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.530 CB ** 1008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.529 CB ** 4204 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.513 CB ** 2017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.486 CB ** 2018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.486 CB ** 4205 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.472 CB ** 5006 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.419 CB ** 2006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.410 CB ** 3403 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.700 * 0.401 CB ** 5004 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.386 CB ** 1007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.386 CB ** 1015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.386 CB ** 3404 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.385 CB ** 2015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.383 CB ** 2009 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.375 CB ** 1006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.365 CB ** 1009 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.348 CB ** 2016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.344 CB ** 3204 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.343 CB ** 1011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.333 CB ** 1010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.331 CB ** 4206 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.331 CB ** 3303 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.300 * 0.319 CB ** 1012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.500 * 0.317 CB ** 2013 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.312 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-FRAM PAGE 2/ 3 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------*

Page 24

lift_F1.txt* 3302 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.306 CB ** 5003 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.301 CB ** 5002 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.301 CB ** 3402 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.290 CB ** 2012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.285 CB ** 4202 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.500 * 0.282 CB ** 4201 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.281 CB ** 4203 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.276 CB ** 5001 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.266 CB ** 2005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.265 CB ** 3201 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.264 CB ** 1005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.263 CB ** 2011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.260 CB ** 5005 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.248 CB ** 2019 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.245 CB ** 4302 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.900 * 0.242 CB ** 4303 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.238 CB ** 2010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.236 CB ** 3304 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.231 CB ** 4304 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.213 CB ** 3301 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.207 CB ** 1022 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.192 CB ** 1004 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.190 CB ** 3401 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.184 CB ** 1020 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.183 CB ** 1019 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.174 CB ** 1021 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.159 CB ** 4301 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.130 SH ** 2004 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.094 SH ** 2020 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.086 SH ** 2003 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.084 SH ** 1003 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.068 CB ** 2021 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.061 CB ** 2022 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.018 CB ** 4104 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.013 CB ** 2023 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.011 CB ** 2024 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.009 CB ** 2002 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.005 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-FRAM PAGE 3/ 3 ** ** API MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 1002 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.005 CB ** 2025 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.003 CB ** 2001 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.002 CB ** 1001 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.002 CB ** 6004 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.001 CB ** 6003 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.001 CB ** 6002 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.001 CB ** 6001 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.001 CB ** 1023 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.001 SH ******************************************************************************************************************************** ** TOTAL OF 81 MEMBERS WERE CHECKED ** ** 0 MEMBERS WITH AN ERROR STATUS ** 0 MEMBERS FAILED CODE CHECK ** 81 MEMBERS PASSED CODE CHECK ** *******************************************************************************************************************************

$$$----------------------------------------------$$ JOINT CHECK WITH DAF =2.0$$----------------------------------------------$$$--------------------------$$ TUBULAR INTERSECTION OF SPREADER FRAME$$--------------------------$TUBULAR INTERSECTIONS 1003 JOINT 1003 - CHORD MEMBERS 1002 1003 - BRACE ONLY 3401$TUBULAR INTERSECTIONS 1010 JOINT 1010 - CHORD MEMBERS 1009 1010 - BRACE ONLY 4301$TUBULAR INTERSECTIONS 1011 JOINT 1011 - CHORD MEMBERS 1010 1011 - BRACE ONLY 3301$TUBULAR INTERSECTIONS 1012 JOINT 1012 - CHORD MEMBERS 1011 1012 - BRACE ONLY 4201$TUBULAR INTERSECTIONS 1020 JOINT 1020 - CHORD MEMBERS 1019 1020 - BRACE ONLY 5006$TUBULAR INTERSECTIONS 1021 JOINT 1021 - CHORD MEMBERS 1020 1021 - BRACE ONLY 3201$TUBULAR INTERSECTIONS

Page 25

lift_F1.txt 2003 JOINT 2003 - CHORD MEMBERS 2002 2003 - BRACE ONLY 3404$TUBULAR INTERSECTIONS 2004 JOINT 2004 - CHORD MEMBERS 2003 2004 - BRACE ONLY 4304$TUBULAR INTERSECTIONS 2012 JOINT 2012 - CHORD MEMBERS 2011 2012 - BRACE ONLY 3304$TUBULAR INTERSECTIONS 2013 JOINT 2013 - CHORD MEMBERS 2012 2013 - BRACE ONLY 5001$TUBULAR INTERSECTIONS 2021 JOINT 2021 - CHORD MEMBERS 2020 2021 - BRACE ONLY 4206$TUBULAR INTERSECTIONS 2022 JOINT 2022 - CHORD MEMBERS 2021 2022 - BRACE ONLY 3204$TUBULAR INTERSECTIONS 2023 JOINT 2023 - CHORD MEMBERS 2022 2023 - BRACE ONLY 4104$LOAD LIST 'TW-DAF-A' 'TW-DAF-W'INIT REPORT 'J-CHECK' API JOINT 'API JOINT CHECK'API LO 0.20 WSD LOADING OPERATING****************************************************************************************************************************** ** Code checking of intersections according to API RP 2A-WSD 21th edition. December 2000. ** ** Check loads only. ** Type of loading is : operating. Alpha : 1.000 ** Output results for the intersections with a ratio > 0.200 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ******************************************************************************************************************************* ** INTERSECTION : 1020 ** ******************************************************************************************************************************** CHORD : ** ** Components : / MEMBER / JOINT / MEMBER / ** 1019 1020 1020 ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/--- LENGTH --/- T. Strength -/ ** Nominal : 508.000 mm 23.012 mm 360.000 MPa 206000.000 MPa 0.800 m not given ** 20.000 in 0.906 in 52.214 ksi 29877.773 ksi 31.496 in **----------------------------------------------------------------------------------------------------------------------------** BRACE 5006 on joint 1020 Theta = 131.788 deg Phi = -90.000 deg Psi = -90.000 deg ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/ ** Nominal : 406.400 mm 15.875 mm 360.000 MPa 206000.000 MPa ** 16.000 in 0.625 in 52.214 ksi 29877.773 ksi ** ** Loadings : Max ratio obtained for loading case TW-DAF-A Formula : 4.3.1-5b Ratio : 0.270 ** ** %Y = 100.00 ** ** /------ Pa ------/----- Ma ipb -----/----- Ma opb -----/------ P -------/------ M ipb -----/------ M opb -----/ ** 280.36 ton 90.35 ton.m 49.84 ton.m -18.02 ton -12.26 ton.m 14.28 ton.m ** ** ************************************************************************************************************************************************************************************************************************************************************** ** 13 active intersections were checked. ** ** 13 intersections passed code check. ** ** 0 intersections failed code check. ** ** 0 intersections with an error status. ** *******************************************************************************************************************************PRINT REPORT 'J-CHECK'

******************************************************************************* ** SUMMARY OF API RATIOS FOR JOINTS ** ******************************************************************************** ** REPORT : J-CHECK PAGE 1/ 1 ** ** API JOINT CHECK ** ******************************************************************************** JOINT * BRACE * CHORD1 CHORD2 * LOADING * RATIO **----------------------------------------------------------------------------** 1020 5006 1019 1020 TW-DAF-A 0.270 ** 2013 5001 2012 2013 TW-DAF-A 0.168 ** 2021 4206 2020 2021 TW-DAF-A 0.118 ** 2012 3304 2011 2012 TW-DAF-A 0.100 *

Page 26

lift_F1.txt* 2004 4304 2003 2004 TW-DAF-A 0.090 ** 2003 3404 2002 2003 TW-DAF-A 0.082 ** 1011 3301 1010 1011 TW-DAF-A 0.073 ** 1012 4201 1011 1012 TW-DAF-A 0.059 ** 1003 3401 1002 1003 TW-DAF-A 0.058 ** 1010 4301 1009 1010 TW-DAF-A 0.058 ** 1021 3201 1020 1021 TW-DAF-A 0.053 ** 2022 3204 2021 2022 TW-DAF-A 0.030 ** 2023 4104 2022 2023 TW-DAF-A 0.005 ******************************************************************************** ** TOTAL OF 13 RESULTS WERE STORED ** ** 0 CONNECTIONS WITH AN ERROR STATUS ** 0 CONNECTIONS FAILED CODE CHECK ** 13 CONNECTIONS PASSED CODE CHECK ** *******************************************************************************$$LOAD LIST 'TW-AI' 'TW-WA'$ACTIVE MEMBER ALL$ CREATE ISYMOST GEOMETRY CREATE ISYMOST HEADER STATIC CREATE ISYMOST ONLY DISPLA**** Warning 5.722 - Not all joints in selection have the same degrees of freedomOption 'QUICK' ignored CREATE ISYMOST REPORT 'API-SPOO' CREATE ISYMOST REPORT 'API-FRAM' CREATE ISYMOST REPORT 'J-CHECK'$FIN

Good bye

AICES V4.45 - Task time 0.32s, Real Time 1.67, GIO: 0, TIO: 0

Page 27


Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix IX

APPENDIX IX – JUMPER P112 – NSO RESULTS FILE (29 pages)

Appendix IX.pdf

Lift_U1.txt

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * Advanced Interactive Computing Engineering System * * * * (C) Copyright Briwand-STRUSIM, 1987, 2007 * * * * 28/11/2007 16:01:22 * * * * AICES V4.45 , 2007 * * Program Serial Number: 690502105 * * * * Machine: 00b0d0498478 Storage: 103424k * * System: Windows NT 5 1 * * Active Options: fastrudl * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*STRUDL 'LIFTING' 'LIFTING SPOOL WITH EAGLE SPREADER FRAME' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * * * FASTRUDL-NSO * * * * The New Structural Offshore Design Language * * Version V6.8.7 * * * * (C) PRINCIPIA 1992-2007 * * * * * * Integrated System with: * * BV-AICES (C) C.Briwand 1987-2007 * * BV-STRUDL (C) Bureau Veritas 1991-2007 * * * * Started on 28/11/2007 16:01:22 * * * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $$$ .oO0°~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~°0Oo.$ $ MOHO BILONDO - ACERGY EAGLE |$ | |$ { LIFTING ANALYSIS - U1 |$ { |$ | 26/11/07 °$ $ o$ °0Oo.____-_-_-_-____///NCA///~~~><((°>.o$$----------------------------------------------$$ COORDINATE OF NODES$$----------------------------------------------$$--------------------------$$ SPOOL / JUMPER$$--------------------------$UNITS M$GROUP 'J-SPOOL' JOINT START$JOINT COORDINATES$ 1 1.51715E+01 2.15709E+01 -7.67416E+00 2 1.58038E+01 2.17290E+01 -7.68053E+00 3 1.64361E+01 2.18871E+01 -7.68690E+00 4 1.70683E+01 2.20452E+01 -7.69327E+00 5 1.77005E+01 2.22033E+01 -7.69964E+00 6 1.77876E+01 2.22250E+01 -7.70942E+00 7 1.78701E+01 2.22457E+01 -7.73622E+00 8 1.79462E+01 2.22647E+01 -7.77911E+00 9 1.80128E+01 2.22814E+01 -7.83664E+00 10 1.80673E+01 2.22951E+01 -7.90649E+00 11 1.81074E+01 2.23051E+01 -7.98566E+00 12 1.81317E+01 2.23112E+01 -8.07123E+00 13 1.81396E+01 2.23131E+01 -8.16108E+00 14 1.81332E+01 2.23115E+01 -8.82885E+00 15 1.81269E+01 2.23099E+01 -9.49661E+00 16 1.81339E+01 2.23124E+01 -9.58299E+00 17 1.81558E+01 2.23198E+01 -9.66563E+00 18 1.81922E+01 2.23322E+01 -9.74255E+00 19 1.82417E+01 2.23491E+01 -9.81113E+00 20 1.83025E+01 2.23698E+01 -9.86867E+00 21 1.83722E+01 2.23935E+01 -9.91300E+00 22 1.84483E+01 2.24193E+01 -9.94274E+00 23 1.85294E+01 2.24469E+01 -9.95695E+00 24 1.93486E+01 2.27250E+01 -1.00173E+01 25 2.01678E+01 2.30031E+01 -1.00776E+01 26 2.09870E+01 2.32812E+01 -1.01380E+01 27 2.18062E+01 2.35592E+01 -1.01983E+01 28 2.26254E+01 2.38373E+01 -1.02587E+01 29 2.34445E+01 2.41154E+01 -1.03190E+01 30 2.42637E+01 2.43935E+01 -1.03793E+01 31 2.43511E+01 2.44138E+01 -1.03861E+01 32 2.44397E+01 2.44166E+01 -1.03937E+01 33 2.45272E+01 2.44022E+01 -1.04017E+01 34 2.46105E+01 2.43708E+01 -1.04101E+01 35 2.46861E+01 2.43238E+01 -1.04183E+01 36 2.47508E+01 2.42631E+01 -1.04262E+01 37 2.48025E+01 2.41911E+01 -1.04333E+01 38 2.48395E+01 2.41093E+01 -1.04395E+01 39 2.49541E+01 2.37716E+01 -1.04619E+01 40 2.53896E+01 2.24889E+01 -1.05469E+01 41 2.56646E+01 2.16787E+01 -1.06005E+01 42 2.59396E+01 2.08684E+01 -1.06542E+01 43 2.62147E+01 2.00583E+01 -1.07079E+01 44 2.64897E+01 1.92481E+01 -1.07616E+01 45 2.67647E+01 1.84379E+01 -1.08153E+01 46 2.70398E+01 1.76277E+01 -1.08690E+01

Page 1

Lift_U1.txt 47 2.73148E+01 1.68174E+01 -1.09227E+01 48 2.75898E+01 1.60073E+01 -1.09763E+01 49 2.76102E+01 1.59195E+01 -1.09818E+01 50 2.76130E+01 1.58304E+01 -1.09866E+01 51 2.75984E+01 1.57423E+01 -1.09907E+01 52 2.75667E+01 1.56584E+01 -1.09938E+01 53 2.75193E+01 1.55823E+01 -1.09960E+01 54 2.74581E+01 1.55171E+01 -1.09970E+01 55 2.73857E+01 1.54650E+01 -1.09968E+01 56 2.73034E+01 1.54277E+01 -1.09955E+01 57 2.64000E+01 1.51211E+01 -1.09758E+01 58 2.54967E+01 1.48144E+01 -1.09561E+01 59 2.45934E+01 1.45077E+01 -1.09364E+01 60 2.36900E+01 1.42011E+01 -1.09166E+01 61 2.27866E+01 1.38944E+01 -1.08969E+01 62 2.18834E+01 1.35878E+01 -1.08772E+01 63 20.5540 13.1366 -10.8482 64 2.00766E+01 1.29745E+01 -1.08377E+01 65 1.91732E+01 1.26679E+01 -1.08180E+01 66 1.82698E+01 1.23612E+01 -1.07983E+01 67 1.73665E+01 1.20546E+01 -1.07785E+01 68 1.64632E+01 1.17480E+01 -1.07588E+01 69 1.55599E+01 1.14413E+01 -1.07391E+01 70 1.46565E+01 1.11347E+01 -1.07194E+01 71 1.37532E+01 1.08280E+01 -1.06996E+01 72 1.28498E+01 1.05214E+01 -1.06799E+01 73 1.19465E+01 1.02147E+01 -1.06602E+01 74 1.14123E+01 1.00334E+01 -1.06485E+01 75 1.00924E+01 9.58537E+00 -1.06197E+01 76 9.23647E+00 9.29480E+00 -1.06010E+01 77 9.23647E+00 9.29480E+00 -9.72950E+00 78 9.23647E+00 9.29480E+00 -8.85800E+00 79 9.22806E+00 9.29190E+00 -8.76823E+00 80 9.20350E+00 9.28347E+00 -8.68290E+00 81 9.16366E+00 9.26977E+00 -8.60415E+00 82 9.10984E+00 9.25130E+00 -8.53485E+00 83 9.04434E+00 9.22876E+00 -8.47799E+00 84 8.96989E+00 9.20316E+00 -8.43587E+00 85 8.88911E+00 9.17544E+00 -8.40990E+00 86 8.80428E+00 9.14624E+00 -8.40100E+00 87 8.24252E+00 8.95315E+00 -8.40100E+00 88 7.68078E+00 8.76006E+00 -8.40100E+00 89 7.11904E+00 8.56696E+00 -8.40100E+00 90 6.55731E+00 8.37387E+00 -8.40100E+00 501 1.51715E+01 2.15709E+01 -5.96916E+00 502 6.55731E+00 8.37387E+00 -6.69600E+00$--------------------------$$ SPREADER FRAME$$--------------------------$UNITS M$GROUP 'J-FRAME' JOINT START$JOINTS COORDINATES$ 1001 0.00000E+00 7.00000E+00 0.00000E+00 1002 9.44000E-01 7.00000E+00 0.00000E+00 1003 1.40000E+00 7.00000E+00 0.00000E+00 1004 1.95000E+00 7.00000E+00 0.00000E+00 1005 2.75000E+00 7.00000E+00 0.00000E+00 1006 3.45000E+00 7.00000E+00 0.00000E+00 1007 4.40000E+00 7.00000E+00 0.00000E+00 1008 6.00000E+00 7.00000E+00 0.00000E+00 1009 1.03000E+01 7.00000E+00 0.00000E+00 1010 1.10200E+01 7.00000E+00 0.00000E+00 1011 1.14000E+01 7.00000E+00 0.00000E+00 1012 1.17500E+01 7.00000E+00 0.00000E+00 1013 1.25000E+01 7.00000E+00 0.00000E+00 1014 1.37000E+01 7.00000E+00 0.00000E+00 1015 1.70480E+01 7.00000E+00 0.00000E+00 1016 1.87500E+01 7.00000E+00 0.00000E+00 1017 2.34000E+01 7.00000E+00 0.00000E+00 1018 2.39000E+01 7.00000E+00 0.00000E+00 1019 2.56000E+01 7.00000E+00 0.00000E+00 1020 2.60500E+01 7.00000E+00 0.00000E+00 1021 2.64000E+01 7.00000E+00 0.00000E+00 1022 2.72000E+01 7.00000E+00 0.00000E+00 1023 2.84000E+01 7.00000E+00 0.00000E+00 1024 2.94000E+01 7.00000E+00 0.00000E+00 2001 0.00000E+00 2.30000E+01 0.00000E+00 2002 9.44000E-01 2.30000E+01 0.00000E+00 2003 1.40000E+00 2.30000E+01 0.00000E+00 2004 1.75000E+00 2.30000E+01 0.00000E+00 2005 2.48000E+00 2.30000E+01 0.00000E+00 2006 3.03000E+00 2.30000E+01 0.00000E+00 2007 3.45000E+00 2.30000E+01 0.00000E+00 2008 4.40000E+00 2.30000E+01 0.00000E+00 2009 5.00000E+00 2.30000E+01 0.00000E+00 2010 1.06000E+01 2.30000E+01 0.00000E+00 2011 1.10200E+01 2.30000E+01 0.00000E+00 2012 1.14000E+01 2.30000E+01 0.00000E+00 2013 1.17500E+01 2.30000E+01 0.00000E+00 2014 1.22000E+01 2.30000E+01 0.00000E+00 2015 1.80000E+01 2.30000E+01 0.00000E+00 2016 1.87500E+01 2.30000E+01 0.00000E+00 2017 20.1600 2.30000E+01 0.00000E+00 2018 2.34000E+01 2.30000E+01 0.00000E+00 2019 2.47600E+01 2.30000E+01 0.00000E+00 2020 2.52000E+01 2.30000E+01 0.00000E+00 2021 2.60500E+01 2.30000E+01 0.00000E+00 2022 2.64000E+01 2.30000E+01 0.00000E+00 2023 2.67500E+01 2.30000E+01 0.00000E+00 2024 2.76000E+01 2.30000E+01 0.00000E+00 2025 2.84000E+01 2.30000E+01 0.00000E+00 2026 2.94000E+01 2.30000E+01 0.00000E+00 3201 2.64000E+01 9.06500E+00 0.00000E+00 3202 2.64000E+01 1.51200E+01 0.00000E+00 3203 2.64000E+01 1.95000E+01 0.00000E+00 3301 1.14000E+01 1.00300E+01 0.00000E+00 3302 1.14000E+01 1.34950E+01 0.00000E+00 3303 1.14000E+01 1.97000E+01 0.00000E+00

Page 2

Lift_U1.txt 3401 1.40000E+00 1.10000E+01 0.00000E+00 3402 1.40000E+00 1.34950E+01 0.00000E+00 3403 1.40000E+00 1.91500E+01 0.00000E+00 4103 2.80828E+01 2.15088E+01 0.00000E+00 4201 1.55618E+01 1.12646E+01 0.00000E+00 4202 1.72309E+01 1.31323E+01 0.00000E+00 4203 1.89000E+01 1.50000E+01 0.00000E+00 4204 1.97301E+01 1.59289E+01 0.00000E+00 4205 2.54556E+01 2.23351E+01 0.00000E+00 4301 9.60031E+00 9.45037E+00 0.00000E+00 4302 6.38500E+00 1.50000E+01 0.00000E+00 4303 3.98875E+00 1.91359E+01 0.00000E+00 5001 13.7002 20.8179 0.00000E+00 5002 1.65167E+01 1.76667E+01 0.00000E+00 5003 2.05770E+01 1.31237E+01 0.00000E+00 5004 2.36667E+01 9.66670E+00 0.00000E+00 6001 3.45000E+00 7.00000E+00 -1.48000E+00 6002 3.45000E+00 2.30000E+01 -1.48000E+00 6003 1.87500E+01 7.00000E+00 -1.48000E+00 6004 1.87500E+01 2.30000E+01 -1.48000E+00$GROUP 'J-FRAME' JOINT END$$--------------------------$$ CRANE$$--------------------------$UNITS M$GROUP 'J-CRANE' JOINT START$JOINT COORDINATES$ 9001 14.355 15.082 15.000$GROUP 'J-CRANE' JOINT END$$----------------------------------------------$$ DEFINITION OF MEMBERS$$----------------------------------------------$$--------------------------$$ SPOOL$$--------------------------$TYPE SPACE FRAME$GROUP 'M-SPOOL' MEMBER START $ GROUP 'M-SP1' MEMBER START MULTIPLES INCIDENCES $ 1 1 TO 5 86 86 TO 90 $ GROUP 'M-SP1' MEMBER END $ GROUP 'M-SP2' MEMBER START MULTIPLES INCIDENCES $ 5 5 TO 86 $ GROUP 'M-SP2' MEMBER END $GROUP 'M-SPOOL' MEMBER END$GROUP 'M-BIDON' MEMBER START $ MEMBER INCIDENCE $ 501 1 501 502 90 502 $GROUP 'M-BIDON' MEMBER END$$--------------------------$$ SPREADER FRAME$$--------------------------$TYPE SPACE FRAME$GROUP 'M-FRAME' MEMBER START$ GROUP 'M-MAIN1' MEMBER START MULTIPLES INCIDENCES 1004 1004 TO 1009 1013 1013 TO 1019 1022 1022 TO 1024$ 2005 2005 TO 2010 2014 2014 TO 2020 2024 2024 TO 2026 GROUP 'M-MAIN1' MEMBER END$ GROUP 'M-MAIN2' MEMBER START MULTIPLES INCIDENCES 1001 1001 TO 1004 1009 1009 TO 1013 1019 1019 TO 1022$ 2001 2001 TO 2005 2010 2010 TO 2014 2020 2020 TO 2024 GROUP 'M-MAIN2' MEMBER ENDD$ GROUP 'M-BRACE' MEMBER START

Page 3

Lift_U1.txt MULTIPLES INCIDENCES$ 3201 1021 3201 3202 3201 TO 3203 3204 3203 2022$ 3301 1011 3301 3302 3301 TO 3303 3304 3303 2012$ 3401 1003 3401 3402 3401 TO 3403 3404 3403 2003 GROUP 'M-BRACE' MEMBER END$ GROUP 'M-TRAN1' MEMBER START MULTIPLES INCIDENCES$ 4104 4103 2023$ 4201 1012 4201 4202 4201 TO 4205 4206 4205 2021$ 4301 1010 4301 4302 4301 TO 4303 4304 4303 2004$ GROUP 'M-TRAN1' MEMBER END$$ GROUP 'M-TRAN2' MEMBER START MULTIPLES INCIDENCES$ 5001 2013 5001 5002 5001 5002 5003 5002 4203 5004 4203 5003 5005 5003 5004 5006 5004 1020$ GROUP 'M-TRAN2' MEMBER END$$ GROUP 'M-FEET' MEMBER START MULTIPLES INCIDENCES 6001 6001 1006 6002 6002 2007 6003 6003 1016 6004 6004 2016 GROUP 'M-FEET' MEMBER END$GROUP 'M-FRAME' MEMBER END$$--------------------------$$ UPPER SLINGS$$--------------------------$TYPE SPACE TRUSS$GROUP 'M-UPSLIN' MEMBER STARTMULTIPLES INCIDENCES 9001 1007 9001 9002 2008 9001 9005 1017 9001 9006 2018 9001GROUP 'M-UPSLIN' MEMBER END$$--------------------------$$ LOWER SLINGS$$--------------------------$TYPE SPACE TRUSS$GROUP 'M-LOSLIN' MEMBER STARTMULTIPLES INCIDENCES 8001 501 2015 8002 501 3303 8003 39 4205 8004 43 4205 8005 25 2017 8006 60 5003 8007 67 5003 8008 74 3301 8009 502 1005 8010 502 4301GROUP 'M-LOSLIN' MEMBER END$$----------------------------------------------$$ MEMBERS RELEASE$$----------------------------------------------$MEMBER RELEASE'M-UPSLIN' 'M-LOSLIN' START MOMENT Y Z'M-UPSLIN' 'M-LOSLIN' END MOMENT Y Z$$----------------------------------------------$$ BOUNDARY CONDITIONS$$----------------------------------------------$UNIT TON METER$JOINT STATUS 9001 - 1007 1017 2008 2018 - 501 25 39 43 60 67 74 502 -

Page 4

Lift_U1.txt SUPPORT$UNIT TON METER$JOINT RELEASES 9001 MOMENT X Y Z 1007 1017 2008 2018 - 501 25 39 43 60 67 74 502 - FORCE Z MOMENT X Y Z GLOBAL KFX 0.1 KFY 0.1$$----------------------------------------------$$ PHYSICAL PROPERTIES$$----------------------------------------------$UNITS INCH$MEMBER PROPERTIES PRISMATIC$$--------------------------$$ SPOOL$$--------------------------$ 'M-SPOOL' 'M-BIDON' TUBE OD 6.625 WT 0.563$$--------------------------$$ SPREADER FRAME$$--------------------------$ 'M-MAIN1' TUBE OD 20.000 WT 0.500 'M-MAIN2' TUBE OD 20.000 WT 0.906 'M-BRACE' TUBE OD 18.000 WT 0.437 'M-TRAN1' TUBE OD 16.000 WT 0.344 'M-TRAN2' TUBE OD 16.000 WT 0.625 'M-FEET' TUBE OD 16.000 WT 0.344$$--------------------------$$ SLINGS$$--------------------------$ 'M-UPSLIN' TUBE OD 6.625 WT 0.125 $ Weight neglected 'M-LOSLIN' TUBE OD 1.500 WT 0.375 $ Weight neglected$$--------------------------$$ DENSITY$$--------------------------$UNIT KG METER$ CONSTANT DENSITY 7850 'M-FRAME' CONSTANT DENSITY 1.00E-10 'M-LOSLIN' 'M-UPSLIN' CONSTANT DENSITY 1.00E-10 'M-SPOOL' 'M-BIDON'$$--------------------------$$ YOUNG'S MODULUS$$--------------------------$UNITS MM NEWTON$ CONSTANT E 206000 'M-FRAME' 'M-SPOOL'$ CONSTANT E 100000 'M-UPSLIN' 'M-LOSLIN'$ CONSTANT E 500000 'M-BIDON'$$--------------------------$$ YIELD STRESS$$--------------------------$UNIT MM NEWTON$ CONSTANT FYLD 360 'M-FRAME' 'M-UPSLIN'$ CONSTANT FYLD 448 'M-SPOOL' 'M-BIDON'$$----------------------------------------------$$ MODELLED DEAD WEIGHT$$----------------------------------------------$UNIT METER TON$$--------------------------$$ SPOOL$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-SPOOL'$LOADING 'SPOOL-DW' 'SPOOL MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON

Page 5

Lift_U1.txt**** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$--------------------------$$ SPREADER FRAME$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-FRAME'$LOADING 'FRAME-DW' 'SPREADER FRAME MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 *$$--------------------------$$ UPPER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-UPSLIN'$PRINT MEMBER LENGTH 'M-UPSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.734 Active Space Truss Y Z Y Z9002 2008 9001 19.667 Active Space Truss Y Z Y Z9005 1017 9001 19.291 Active Space Truss Y Z Y Z9006 2018 9001 19.223 Active Space Truss Y Z Y Z


$LOADING 'UPSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$--------------------------$$ SPREADER FRAME + UPPER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-UPSLIN' 'M-FRAME'LOADING 'TEMP' 'SPREADER FRAME + UPPER SLINGS'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 *$$--------------------------$$ LOWER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-LOSLIN'$PRINT MEMBER LENGTH 'M-LOSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/

Page 6

Lift_U1.txtMember Start End tion Start End Given Force Moment Force Moment 8001 501 2015 6.758 Active Space Truss Y Z Y Z8002 501 3303 7.304 Active Space Truss Y Z Y Z8003 39 4205 10.572 Active Space Truss Y Z Y Z8004 43 4205 10.974 Active Space Truss Y Z Y Z8005 25 2017 10.078 Active Space Truss Y Z Y Z8006 60 5003 11.403 Active Space Truss Y Z Y Z8007 67 5003 11.297 Active Space Truss Y Z Y Z8008 74 3301 10.649 Active Space Truss Y Z Y Z8009 502 1005 7.824 Active Space Truss Y Z Y Z8010 502 4301 7.433 Active Space Truss Y Z Y Z


$LOADING 'LOSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$----------------------------------------------$$ UNMODELLED DEAD WEIGHT$$----------------------------------------------$UNITS TON METER DEGREE$ACTIVE MEMEBERS ALL$$$--------------------------$$ SPOOL IN AIR$$--------------------------$LOADING 'AD-SP-AI' 'SPOOL UNMODELLED DEAD LOADS IN AIR'$$ Linear weight of jumper in AIR$MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.190$$ TERMINATION HEAD$JOINT LOAD 1 90 FOR Z -4.273 $ TH 77 FOR Z -1.500 $ MFM 5 86 FOR Z -0.200 $ ROV PANEL/COVER$LOADING 'YOKE-AI' 'UNMODELLED LIFTING YOKE'$$ WEIGHT OF LIGTING YOKE IN AIR = 765kg$JOINT LOAD 1 90 FOR Z -0.765 $ LIFTING YOKE$$--------------------------$$ SPOOL IN WATER$$--------------------------$LOADING 'AD-SP-WA' 'SPOOL UNMODELLED DEAD LOADS IN WATER' $ $ Linear weight of jumper in WATER $ MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.119 $ $ TERMINATION HEAD $ JOINT LOAD 1 90 FOR Z -3.170 $ TH 77 FOR Z -1.000 $ MFM 5 86 FOR Z -0.172 $ ROV PANEL/COVER $LOADING 'YOKE-WA' 'UNMODELLED LIFTING YOKE' $ $ WEIGHT OF LIGTING YOKE IN WATER = 662kg $ JOINT LOAD 1 90 FOR Z -0.662 $ LIFTING YOKE$$----------------------------------------------$$ TOTAL WEIGHT IN AIR$$----------------------------------------------$UNITS TON METER$$--------------------------$$ TOTAL SPOOL WEIGHT IN AIR (WITHOUT LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TEMP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00

Page 7

Lift_U1.txt$PRECOMBINE 'TEMP-AI'RESET MASSGENERATE MASS FROM LOADING 'TEMP-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 18.115 * * POSITION OF THE C. OF G. : X= 14.710 Y= 15.130 Z= -9.204 *$--------------------------$$ TOTAL SPOOL WEIGHT IN AIR (WITH LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TW-SP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00 - 'YOKE-AI' 1.00$PRECOMBINE 'TW-SP-AI'RESET MASSGENERATE MASS FROM LOADING 'TW-SP-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 19.645 * * POSITION OF THE C. OF G. : X= 14.410 Y= 15.118 Z= -9.113 *$$--------------------------$$ TOTAL WEIGHT WITH CONTINGENCY IN AIR$$--------------------------$LOADING COMBINATION 'TW-AI' COMB - 'TW-SP-AI' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 1.07 - $ CONTINGENCY 7% 'UPSL-DW' 1.07 $ CONTINGENCY 7%PRECOMBINE 'TW-AI'RESET MASSGENERATE MASS FROM LOADING 'TW-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 46.523 * * POSITION OF THE C. OF G. : X= 14.477 Y= 15.098 Z= -4.126 *$$--------------------------$$ LOADING CASE WITH L.F = 1.3*1.35*1.05*1.1 = 2.0 IN AIR$$--------------------------$LOADING COMBINATION 'TW-DAF-A' COMB 'TW-AI' 2.0$$----------------------------------------------$$ TOTAL WEIGHT IN WATER$$----------------------------------------------$$--------------------------$$ TOTAL SPOOL WEIGHT IN WATER (WITHOUT LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TEMP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00$PRECOMBINE 'TEMP-WA'RESET MASSGENERATE MASS FROM LOADING 'TEMP-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 12.487 * * POSITION OF THE C. OF G. : X= 14.368 Y= 15.093 Z= -9.105 *$$--------------------------$$ TOTAL SPOOL WEIGHT IN WATER (WITH LIFTING YOKE)$$--------------------------

Page 8

Lift_U1.txt$LOADING COMBINATION 'TW-SP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00 - 'YOKE-WA' 1.00$PRECOMBINE 'TW-SP-WA'RESET MASSGENERATE MASS FROM LOADING 'TW-SP-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 13.811 * * POSITION OF THE C. OF G. : X= 14.032 Y= 15.082 Z= -9.003 *$$--------------------------$$ TOTAL WEIGHT WITH CONTINGENCY IN WATER$$--------------------------$LOADING COMBINATION 'TW-WA' COMB - 'TW-SP-WA' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 0.930 - $ CONTINGENCY 7% => 1.07*(7850-1025)/7850 'UPSL-DW' 0.930 $ CONTINGENCY 7% => 1.07*(7850-1025)/7850$PRECOMBINE 'TW-WA'RESET MASSGENERATE MASS FROM LOADING 'TW-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 36.944 * * POSITION OF THE C. OF G. : X= 14.332 Y= 15.082 Z= -3.611 *$$--------------------------$$ LOADING CASE WITH L.F = 1.3*1.35*1.05*1.1 = 2.0 IN AIR$$--------------------------$LOADING COMBINATION 'TW-DAF-W' COMB 'TW-WA' 2.0$$----------------------------------------------$$ BUCKLING PARAMETER$$----------------------------------------------$UNIT METER$$--------------------------$$ SPOOL$$--------------------------$PARAMETER 'KY' 1.00 MEMBER 'M-SPOOL'PARAMETER 'KZ' 1.00 MEMBER 'M-SPOOL'$PARAMETER 'LYR' 10.00 MEMBER 'M-SPOOL'PARAMETER 'LZR' 10.00 MEMBER 'M-SPOOL'$$----------------------------------------------$$ ANALYSIS$$----------------------------------------------$ACTIVE JOINT ALLACTIVE MEMBER ALL$LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W'$STIFFNESS ANALYSIS$UNIT METER TON$$--------------------------$-- RESULTANT$--------------------------$LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W'LIST TOTAL NET FORCE

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Total Net Force at OriginLoading Force-x Force-y Force-z Moment-x Moment-y Moment-z TW-AI 0.00000 0.00000 46.52296 702.39994 -673.51039 -0.00000TW-WA 0.00000 -0.00000 36.94412 557.17839 -529.48688 -0.00000TW-DAF-A 0.00000 0.00000 93.04592 1404.79988 -1347.02079 -0.00000TW-DAF-W 0.00000 -0.00000 73.88825 1114.35678 -1058.97377 -0.00000

Page 9

Lift_U1.txt*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** End of results of latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*


*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 25 0.02029 -0.00759 0.00000 -0.00000 -0.00000 -0.0000039 0.01853 0.00105 0.00000 0.00000 0.00000 -0.0000043 0.02584 0.00303 -0.00000 -0.00000 0.00000 -0.0000060 0.03467 0.00118 -0.00000 -0.00000 0.00000 0.0000067 0.03501 -0.00066 -0.00000 -0.00000 -0.00000 -0.0000074 0.03475 0.00005 0.00000 0.00000 -0.00000 0.00000501 0.01997 -0.01014 0.00000 0.0 0.00000 -0.00000502 0.02318 0.00877 0.00000 0.00000 -0.00000 -0.000001007 0.00943 0.01038 -0.00000 0.00000 0.00000 0.000001017 0.00945 0.01650 -0.00000 0.00000 -0.00000 0.000002008 0.00436 0.01114 0.00000 -0.00000 -0.00000 -0.000002018 0.00438 0.01758 0.00000 0.00000 -0.00000 -0.000009001 -0.23986 -0.05128 46.52296 Loading TW-WA ; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 25 -0.00575 -0.00763 -0.00000 0.00000 0.00000 0.0000039 -0.00739 -0.00185 -0.00000 0.00000 -0.00000 0.0000043 -0.00306 -0.00069 0.00000 0.00000 0.00000 0.0000060 0.00210 -0.00203 -0.00000 -0.00000 0.00000 0.0000067 0.00258 -0.00371 -0.00000 -0.00000 0.00000 -0.0000074 0.00279 -0.00397 0.00000 0.00000 -0.00000 0.00000501 -0.00210 -0.00938 0.00000 -0.00000 0.00000 -0.00000502 -0.00184 0.00124 0.00000 0.00000 0.00000 0.000001007 -0.00936 0.01100 0.00000 0.00000 -0.00000 0.01017 -0.00934 0.01038 -0.00000 0.00000 0.00000 0.000002008 -0.00877 0.01161 -0.00000 -0.00000 0.00000 -0.000002018 -0.00875 0.01122 -0.00000 0.00000 0.00000 0.000009001 0.04890 -0.01619 36.94413 Loading TW-DAF-A; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 25 0.04059 -0.01519 0.00000 -0.00000 -0.00000 -0.0000039 0.03706 0.00210 0.00000 0.00000 0.00000 -0.0000043 0.05169 0.00606 -0.00000 -0.00000 0.00000 -0.0000060 0.06934 0.00235 -0.00000 -0.00000 0.00000 0.0000067 0.07002 -0.00132 -0.00000 -0.00000 -0.00000 -0.0000074 0.06951 0.00010 0.00000 0.00000 -0.00000 0.00000501 0.03993 -0.02027 0.00000 0.0 0.00000 -0.00000502 0.04635 0.01754 0.00000 0.00000 -0.00000 -0.000001007 0.01885 0.02075 -0.00000 0.00000 0.00000 0.000001017 0.01890 0.03300 -0.00000 0.00000 -0.00000 0.000002008 0.00871 0.02229 0.00000 -0.00000 -0.00000 -0.000002018 0.00876 0.03516 0.00000 0.00000 -0.00000 -0.000009001 -0.47972 -0.10257 93.04593 Loading TW-DAF-W; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 25 -0.01151 -0.01526 -0.00000 0.00000 0.00000 0.0000039 -0.01478 -0.00370 -0.00000 0.00000 -0.00000 0.0000043 -0.00613 -0.00138 0.00000 0.00000 0.00000 0.0000060 0.00420 -0.00406 -0.00000 -0.00000 0.00000 0.0000067 0.00517 -0.00742 -0.00000 -0.00000 0.00000 -0.0000074 0.00557 -0.00794 0.00000 0.00000 -0.00000 0.00000501 -0.00419 -0.01876 0.00000 -0.00000 0.00000 -0.00000502 -0.00368 0.00248 0.00000 0.00000 0.00000 0.000001007 -0.01872 0.02200 0.00000 0.00000 -0.00000 0.01017 -0.01868 0.02075 -0.00000 0.00000 0.00000 0.000002008 -0.01755 0.02322 -0.00000 -0.00000 0.00000 -0.000002018 -0.01751 0.02244 -0.00000 0.00000 0.00000 0.000009001 0.09780 -0.03238 73.88825



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*

Page 10

Lift_U1.txt* Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.734 Active Space Truss Y Z Y Z9002 2008 9001 19.667 Active Space Truss Y Z Y Z9005 1017 9001 19.291 Active Space Truss Y Z Y Z9006 2018 9001 19.223 Active Space Truss Y Z Y Z



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -16.30671 0.00000 0.0 9001 16.30671 -0.00000 0.09002 2008 -12.53843 -0.00000 -0.00000 9001 12.53843 0.00000 0.000009005 1017 -13.60628 0.00000 0.00000 9001 13.60628 -0.00000 -0.000009006 2018 -17.92185 0.00000 0.00000 9001 17.92185 -0.00000 -0.00000 Loading TW-WA ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -12.84185 -0.00000 0.0 9001 12.84185 0.00000 0.09002 2008 -10.31164 -0.00000 0.00000 9001 10.31164 0.00000 -0.000009005 1017 -10.93938 0.00000 0.00000 9001 10.93938 -0.00000 -0.000009006 2018 -13.85557 0.00000 0.00000 9001 13.85557 -0.00000 -0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -32.61341 0.00000 0.0 9001 32.61341 -0.00000 0.09002 2008 -25.07686 -0.00000 -0.00000 9001 25.07686 0.00000 0.000009005 1017 -27.21256 0.00000 0.00000 9001 27.21256 -0.00000 -0.000009006 2018 -35.84371 0.00000 0.00000 9001 35.84371 -0.00000 -0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -25.68371 -0.00000 0.0 9001 25.68371 0.00000 0.09002 2008 -20.62328 -0.00000 0.00000 9001 20.62328 0.00000 -0.000009005 1017 -21.87875 0.00000 0.00000 9001 21.87875 -0.00000 -0.000009006 2018 -27.71114 0.00000 0.00000 9001 27.71114 -0.00000 -0.00000



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 8001 501 2015 6.758 Active Space Truss Y Z Y Z8002 501 3303 7.304 Active Space Truss Y Z Y Z8003 39 4205 10.572 Active Space Truss Y Z Y Z

Page 11

Lift_U1.txt8004 43 4205 10.974 Active Space Truss Y Z Y Z8005 25 2017 10.078 Active Space Truss Y Z Y Z8006 60 5003 11.403 Active Space Truss Y Z Y Z8007 67 5003 11.297 Active Space Truss Y Z Y Z8008 74 3301 10.649 Active Space Truss Y Z Y Z8009 502 1005 7.824 Active Space Truss Y Z Y Z8010 502 4301 7.433 Active Space Truss Y Z Y Z



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -3.82744 -0.00000 0.00000 2015 3.82744 -0.00000 -0.000008002 501 -3.07167 0.00000 0.00000 3303 3.07167 -0.00000 -0.000008003 39 -1.34938 0.00000 0.00000 4205 1.34938 -0.00000 -0.000008004 43 -1.24726 0.00000 -0.00000 4205 1.24726 -0.00000 0.000008005 25 -0.66991 -0.00000 0.00000 2017 0.66991 0.00000 -0.000008006 60 -1.69950 0.00000 -0.00000 5003 1.69950 -0.00000 0.000008007 67 -1.92384 0.00000 0.00000 5003 1.92384 -0.00000 -0.000008008 74 -1.68736 -0.00000 0.0 3301 1.68736 0.00000 0.08009 502 -3.83402 0.00000 0.0 1005 3.83402 -0.00000 0.08010 502 -3.85831 -0.00000 -0.00000 4301 3.85831 0.00000 -0.00000 Loading TW-WA ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -2.92775 0.00000 0.00000 2015 2.92775 -0.00000 -0.000008002 501 -2.28874 0.00000 0.00000 3303 2.28874 -0.00000 -0.000008003 39 -0.95805 0.00000 0.00000 4205 0.95805 -0.00000 -0.000008004 43 -0.72340 0.00000 -0.00000 4205 0.72340 -0.00000 0.000008005 25 -0.35633 -0.00000 0.00000 2017 0.35633 0.00000 -0.000008006 60 -1.00953 0.00000 -0.00000 5003 1.00953 -0.00000 0.000008007 67 -1.37240 0.00000 0.00000 5003 1.37240 -0.00000 -0.000008008 74 -1.00090 -0.00000 0.0 3301 1.00090 0.00000 0.08009 502 -2.77227 0.00000 0.0 1005 2.77227 -0.00000 0.08010 502 -2.95497 0.00000 0.00000 4301 2.95497 0.00000 -0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -7.65488 -0.00000 0.00000 2015 7.65488 -0.00000 -0.000008002 501 -6.14334 0.00000 0.00000 3303 6.14334 -0.00000 -0.000008003 39 -2.69876 0.00000 0.00000 4205 2.69876 -0.00000 -0.000008004 43 -2.49452 0.00000 -0.00000 4205 2.49452 -0.00000 0.000008005 25 -1.33981 -0.00000 0.00000 2017 1.33981 0.00000 -0.000008006 60 -3.39901 0.00000 -0.00000 5003 3.39901 -0.00000 0.000008007 67 -3.84767 0.00000 0.00000 5003 3.84767 -0.00000 -0.000008008 74 -3.37472 -0.00000 0.0 3301 3.37472 0.00000 0.08009 502 -7.66804 0.00000 0.0 1005 7.66804 -0.00000 0.08010 502 -7.71662 -0.00000 -0.00000 4301 7.71662 0.00000 -0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -5.85550 0.00000 0.00000 2015 5.85550 -0.00000 -0.00000

Page 12

Lift_U1.txt8002 501 -4.57748 0.00000 0.00000 3303 4.57748 -0.00000 -0.000008003 39 -1.91610 0.00000 0.00000 4205 1.91610 -0.00000 -0.000008004 43 -1.44680 0.00000 -0.00000 4205 1.44680 -0.00000 0.000008005 25 -0.71267 -0.00000 0.00000 2017 0.71267 0.00000 -0.000008006 60 -2.01906 0.00000 -0.00000 5003 2.01906 -0.00000 0.000008007 67 -2.74480 0.00000 0.00000 5003 2.74480 -0.00000 -0.000008008 74 -2.00180 -0.00000 0.0 3301 2.00180 0.00000 0.08009 502 -5.54455 0.00000 0.0 1005 5.54455 -0.00000 0.08010 502 -5.90995 0.00000 0.00000 4301 5.90995 0.00000 -0.00000



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 -0.09427 -0.10377 0.09326 -0.87007 0.78179 -0.154521017 -0.09452 -0.16501 0.01181 -1.04133 -0.20939 -0.238922008 -0.04356 -0.11144 -0.04917 -0.15117 0.85658 -0.215032018 -0.04382 -0.17578 -0.14550 -0.09998 -0.21766 -0.08734 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 -0.09426 -0.09598 0.14995 -0.82303 0.73090 -0.090861002 -0.09426 -0.09748 0.13791 -0.82303 0.73101 -0.090861003 -0.09426 -0.09820 0.13209 -0.82303 0.73126 -0.090861004 -0.09426 -0.09905 0.12508 -0.82850 0.73145 -0.089981005 -0.09426 -0.10031 0.11485 -0.84208 0.73589 -0.098871006 -0.09426 -0.10158 0.10585 -0.85395 0.74752 -0.116671008 -0.09430 -0.10906 0.07060 -0.89721 0.81846 -0.215371009 -0.09441 -0.12696 0.01585 -0.97016 0.54421 -0.218811010 -0.09442 -0.12964 0.00933 -0.97733 0.48786 -0.205771011 -0.09442 -0.13100 0.00619 -0.97782 0.45769 -0.201561012 -0.09443 -0.13223 0.00348 -0.97888 0.42918 -0.196111013 -0.09443 -0.13471 -0.00174 -0.98131 0.37125 -0.184871014 -0.09444 -0.13830 -0.00793 -0.98792 0.22605 -0.160371015 -0.09447 -0.14650 -0.01121 -1.00635 -0.08573 -0.131831016 -0.09448 -0.15048 -0.00701 -1.01572 -0.18485 -0.139821018 -0.09451 -0.16719 0.01353 -1.04408 -0.19410 -0.253101019 -0.09450 -0.17509 0.01896 -1.05344 -0.19324 -0.263011020 -0.09450 -0.17715 0.02049 -1.05490 -0.20068 -0.258731021 -0.09450 -0.17873 0.02171 -1.04794 -0.19945 -0.258221022 -0.09450 -0.18234 0.02448 -1.04794 -0.19823 -0.258221023 -0.09450 -0.18775 0.02861 -1.04794 -0.19703 -0.258221024 -0.09450 -0.19225 0.03205 -1.04794 -0.19691 -0.258222001 -0.04356 -0.09212 0.01372 -0.16573 0.81134 -0.258172002 -0.04356 -0.09637 0.00035 -0.16573 0.81145 -0.258172003 -0.04356 -0.09842 -0.00611 -0.16573 0.81170 -0.258172004 -0.04356 -0.10001 -0.01107 -0.16218 0.81273 -0.258462005 -0.04356 -0.10332 -0.02141 -0.16017 0.81403 -0.257052006 -0.04356 -0.10578 -0.02923 -0.15759 0.82061 -0.250302007 -0.04356 -0.10760 -0.03526 -0.15563 0.82858 -0.242292009 -0.04357 -0.11358 -0.05828 -0.14836 0.87398 -0.195372010 -0.04367 -0.12869 -0.13684 -0.12211 0.59874 -0.161612011 -0.04367 -0.12989 -0.14114 -0.12096 0.56915 -0.166522012 -0.04368 -0.13100 -0.14483 -0.11991 0.54044 -0.171742013 -0.04368 -0.13207 -0.14805 -0.12080 0.51351 -0.180132014 -0.04369 -0.13354 -0.15196 -0.12032 0.48198 -0.190312015 -0.04376 -0.15855 -0.16835 -0.10979 -0.12553 -0.250572016 -0.04377 -0.16175 -0.16626 -0.10842 -0.18402 -0.237262017 -0.04378 -0.16723 -0.16064 -0.10586 -0.25742 -0.204062019 -0.04380 -0.17723 -0.14119 -0.09751 -0.16505 -0.052192020 -0.04380 -0.17759 -0.13998 -0.09671 -0.16054 -0.051812021 -0.04379 -0.17838 -0.13762 -0.09580 -0.16533 -0.060312022 -0.04379 -0.17875 -0.13662 -0.10164 -0.16430 -0.062882023 -0.04379 -0.17913 -0.13562 -0.10148 -0.16348 -0.062882024 -0.04379 -0.18007 -0.13320 -0.10148 -0.16251 -0.062882025 -0.04379 -0.18095 -0.13094 -0.10148 -0.16191 -0.062882026 -0.04379 -0.18204 -0.12812 -0.10148 -0.16178 -0.062883201 -0.08538 -0.17874 -0.01434 -0.94675 -0.19492 -0.247113202 -0.06193 -0.17874 -0.09446 -0.55483 -0.18161 -0.190443203 -0.04966 -0.17875 -0.12568 -0.27046 -0.17199 -0.127053301 -0.08365 -0.13100 -0.04380 -0.88027 0.47336 -0.204193302 -0.07148 -0.13100 -0.09035 -0.65122 0.49128 -0.195823303 -0.05236 -0.13100 -0.13667 -0.21102 0.52337 -0.150673401 -0.08615 -0.09826 0.07875 -0.68873 0.75137 -0.140563402 -0.07940 -0.09829 0.05125 -0.57119 0.76391 -0.168903403 -0.05984 -0.09837 0.00885 -0.29467 0.79234 -0.225584103 -0.04543 -0.18060 -0.12922 -0.10033 -0.16245 -0.062884201 -0.08087 -0.14457 -0.08977 -0.83428 0.25408 -0.175894202 -0.07521 -0.14973 -0.12042 -0.70400 0.11755 -0.175644203 -0.06947 -0.15496 -0.14213 -0.55232 -0.03811 -0.180674204 -0.06633 -0.15782 -0.14875 -0.41812 -0.12544 -0.20641

Page 13

Lift_U1.txt4205 -0.04471 -0.17751 -0.13892 -0.05466 -0.22544 -0.099534301 -0.08787 -0.12582 -0.02039 -0.90590 0.50667 -0.133914302 -0.07319 -0.11726 -0.04790 -0.40858 0.74368 -0.172524303 -0.05937 -0.10921 -0.03414 -0.17191 0.84270 -0.212495001 -0.05066 -0.13827 -0.15870 -0.17665 0.41833 -0.184655002 -0.06090 -0.14736 -0.15988 -0.35531 0.19328 -0.185395003 -0.07492 -0.15979 -0.11700 -0.79380 -0.18671 -0.155725004 -0.08454 -0.16831 -0.04260 -1.09487 -0.33194 -0.178086001 -0.11357 -0.12364 0.10585 -0.85395 0.74752 -0.116676002 -0.06496 -0.11162 -0.03526 -0.15563 0.82858 -0.242296003 -0.08971 -0.17671 -0.00701 -1.01572 -0.18485 -0.139826004 -0.03902 -0.16455 -0.16626 -0.10842 -0.18402 -0.23726 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 0.09360 -0.10999 -0.02271 -0.68850 0.05523 0.042121017 0.09340 -0.10376 0.09606 -0.81255 -0.70569 -0.025192008 0.08774 -0.11611 -0.13536 -0.11691 0.11040 -0.006352018 0.08754 -0.11218 -0.02675 -0.07792 -0.72078 0.09338 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 0.09360 -0.11643 -0.02123 -0.65462 0.01283 0.092131002 0.09360 -0.11491 -0.02144 -0.65462 0.01293 0.092131003 0.09360 -0.11418 -0.02154 -0.65462 0.01314 0.092131004 0.09360 -0.11328 -0.02166 -0.65857 0.01342 0.092781005 0.09360 -0.11198 -0.02186 -0.66834 0.01758 0.085791006 0.09360 -0.11099 -0.02209 -0.67689 0.02744 0.071841008 0.09357 -0.10958 -0.02492 -0.70804 0.08523 -0.005651009 0.09348 -0.11135 -0.02617 -0.76057 -0.12727 -0.007831010 0.09348 -0.11140 -0.02433 -0.76573 -0.17113 0.002511011 0.09347 -0.11138 -0.02312 -0.76566 -0.19445 0.005891012 0.09347 -0.11134 -0.02186 -0.76646 -0.21647 0.010211013 0.09347 -0.11114 -0.01872 -0.76825 -0.26124 0.019091014 0.09346 -0.11052 -0.01203 -0.77312 -0.37366 0.038451015 0.09344 -0.10735 0.01751 -0.78673 -0.61554 0.060741016 0.09343 -0.10560 0.03707 -0.79365 -0.69219 0.054191018 0.09340 -0.10405 0.10213 -0.81459 -0.69275 -0.036501019 0.09341 -0.10544 0.12239 -0.82150 -0.68971 -0.044111020 0.09341 -0.10579 0.12781 -0.82257 -0.69528 -0.040611021 0.09341 -0.10604 0.13205 -0.81737 -0.69430 -0.040151022 0.09341 -0.10660 0.14174 -0.81737 -0.69324 -0.040151023 0.09341 -0.10744 0.15624 -0.81737 -0.69220 -0.040151024 0.09341 -0.10814 0.16832 -0.81737 -0.69209 -0.040152001 0.08775 -0.11335 -0.12932 -0.12657 0.07225 -0.040992002 0.08775 -0.11403 -0.13051 -0.12657 0.07234 -0.040992003 0.08775 -0.11435 -0.13109 -0.12657 0.07255 -0.040992004 0.08775 -0.11461 -0.13153 -0.12385 0.07338 -0.041282005 0.08775 -0.11515 -0.13246 -0.12258 0.07445 -0.040302006 0.08775 -0.11553 -0.13318 -0.12096 0.07999 -0.034962007 0.08775 -0.11578 -0.13377 -0.11972 0.08671 -0.028502009 0.08774 -0.11608 -0.13663 -0.11514 0.12534 0.009692010 0.08766 -0.11186 -0.14382 -0.09858 -0.08598 0.037852011 0.08765 -0.11159 -0.14312 -0.09786 -0.10921 0.033902012 0.08765 -0.11138 -0.14233 -0.09720 -0.13175 0.029692013 0.08765 -0.11121 -0.14146 -0.09784 -0.15292 0.023142014 0.08765 -0.11107 -0.14016 -0.09738 -0.17775 0.015222015 0.08758 -0.11403 -0.09672 -0.08730 -0.65360 -0.032482016 0.08758 -0.11440 -0.08782 -0.08600 -0.69873 -0.022312017 0.08757 -0.11467 -0.06978 -0.08355 -0.75456 0.003212019 0.08756 -0.10948 -0.01032 -0.07556 -0.67869 0.120642020 0.08756 -0.10853 -0.00516 -0.07479 -0.67467 0.120972021 0.08756 -0.10674 0.00483 -0.07393 -0.67769 0.114452022 0.08756 -0.10605 0.00897 -0.07814 -0.67671 0.112502023 0.08756 -0.10536 0.01310 -0.07800 -0.67600 0.112502024 0.08756 -0.10369 0.02311 -0.07800 -0.67516 0.112502025 0.08756 -0.10212 0.03254 -0.07800 -0.67463 0.112502026 0.08756 -0.10016 0.04431 -0.07800 -0.67453 0.112503201 0.09470 -0.10604 0.10390 -0.74005 -0.69203 -0.030663202 0.09579 -0.10604 0.04136 -0.43077 -0.68537 0.014623203 0.09289 -0.10605 0.01729 -0.20648 -0.68056 0.063593301 0.09326 -0.11138 -0.06219 -0.68914 -0.18258 0.003673302 0.09290 -0.11138 -0.09881 -0.51468 -0.16900 0.009923303 0.09024 -0.11137 -0.13567 -0.17067 -0.14468 0.044463401 0.08853 -0.11422 -0.06409 -0.55011 0.02800 0.053703402 0.08668 -0.11425 -0.08604 -0.45509 0.03726 0.031463403 0.08588 -0.11431 -0.11956 -0.22960 0.05826 -0.013984103 0.09049 -0.10274 0.03081 -0.07700 -0.67510 0.112504201 0.09193 -0.11013 -0.05800 -0.65318 -0.35708 0.025364202 0.09105 -0.10942 -0.06580 -0.55259 -0.46422 0.025384203 0.09023 -0.10877 -0.06673 -0.43780 -0.58405 0.021354204 0.09005 -0.10865 -0.06398 -0.33349 -0.65040 0.001654205 0.08872 -0.10775 -0.00186 -0.04350 -0.72413 0.084124301 0.09163 -0.11245 -0.06149 -0.71479 -0.16112 0.058294302 0.08727 -0.11494 -0.11512 -0.32433 0.02092 0.028714303 0.08630 -0.11548 -0.12789 -0.13256 0.09910 -0.003445001 0.08842 -0.11049 -0.13076 -0.14280 -0.22783 0.018805002 0.08937 -0.10959 -0.10404 -0.28498 -0.40504 0.017635003 0.09130 -0.10779 -0.03078 -0.62175 -0.69389 0.041155004 0.09363 -0.10564 0.05634 -0.84988 -0.79724 0.024086001 0.09289 -0.12847 -0.02209 -0.67689 0.02744 0.071846002 0.08551 -0.11887 -0.13377 -0.11972 0.08671 -0.028506003 0.11131 -0.12610 0.03707 -0.79365 -0.69219 0.054196004 0.10563 -0.11662 -0.08782 -0.08600 -0.69873 -0.02231


$$--------------------------$-- SPOOL DISPLACEMENTS$--------------------------$LOAD LIST 'TW-AI' 'TW-WA'PRINT JOINT DISP JOINT 'J-SPOOL'

Page 14

Lift_U1.txt**** Warning 5.700 - No joint list givenALL assumed for selection**** Warning 5.722 - Not all joints in selection have the same degrees of freedomOption 'QUICK' ignored

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 25 -0.20294 0.07594 -0.16146 1.19228 -0.27787 -1.1259639 -0.18531 -0.01050 -0.11090 1.08904 -0.18410 -1.1374043 -0.25844 -0.03028 -0.18699 1.09782 0.76993 -1.0560560 -0.34669 -0.01176 -0.18221 0.87347 1.93847 -0.3782967 -0.35010 0.00658 -0.05415 1.26900 0.95091 -0.0409574 -0.34753 -0.00050 -0.04613 1.47997 0.48471 0.09173501 -0.19966 0.10136 -0.16006 0.94368 0.74430 -1.13562502 -0.23177 -0.08769 0.03523 0.96783 2.10581 0.130571007 -0.09427 -0.10377 0.09326 -0.87007 0.78179 -0.154521017 -0.09452 -0.16501 0.01181 -1.04133 -0.20939 -0.238922008 -0.04356 -0.11144 -0.04917 -0.15117 0.85658 -0.215032018 -0.04382 -0.17578 -0.14550 -0.09998 -0.21766 -0.087349001 0.0 0.0 0.0 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 -0.22178 0.12945 -0.16009 0.94466 0.74146 -1.135622 -0.21873 0.11702 -0.16559 0.95001 0.72263 -1.135523 -0.21567 0.10460 -0.17071 0.96217 0.67660 -1.135244 -0.21261 0.09218 -0.17513 0.98112 0.60337 -1.134765 -0.20954 0.07978 -0.17853 1.00688 0.50294 -1.134106 -0.20920 0.07823 -0.17890 1.01096 0.48700 -1.133997 -0.20901 0.07707 -0.17922 1.01505 0.47097 -1.133898 -0.20899 0.07632 -0.17950 1.01920 0.45466 -1.133789 -0.20910 0.07603 -0.17972 1.02341 0.43809 -1.1336610 -0.20936 0.07620 -0.17989 1.02768 0.42133 -1.1335311 -0.20973 0.07683 -0.18000 1.03196 0.40449 -1.1333912 -0.21020 0.07789 -0.18006 1.03627 0.38758 -1.1332513 -0.21076 0.07937 -0.18007 1.04065 0.37040 -1.1331014 -0.21436 0.09181 -0.18007 1.07353 0.24203 -1.1319515 -0.21646 0.10464 -0.18008 1.10715 0.11154 -1.1308116 -0.21656 0.10618 -0.18004 1.11156 0.09445 -1.1306317 -0.21654 0.10735 -0.17993 1.11591 0.07751 -1.1304018 -0.21639 0.10813 -0.17974 1.12021 0.06055 -1.1301319 -0.21612 0.10850 -0.17945 1.12445 0.04357 -1.1298320 -0.21574 0.10843 -0.17908 1.12859 0.02668 -1.1295421 -0.21529 0.10794 -0.17863 1.13263 0.00997 -1.1292722 -0.21478 0.10702 -0.17812 1.13655 -0.00652 -1.1290423 -0.21423 0.10571 -0.17755 1.14042 -0.02302 -1.1288724 -0.20865 0.09080 -0.17049 1.17343 -0.17130 -1.1274326 -0.19715 0.06111 -0.15110 1.20200 -0.35768 -1.1251527 -0.19127 0.04629 -0.13962 1.20761 -0.42564 -1.1256728 -0.18533 0.03145 -0.12734 1.20349 -0.46525 -1.1275229 -0.17936 0.01657 -0.11484 1.18405 -0.45999 -1.1307030 -0.17341 0.00160 -0.10298 1.14365 -0.39333 -1.1352231 -0.17296 0.00001 -0.10198 1.13779 -0.38225 -1.1357432 -0.17285 -0.00160 -0.10134 1.13127 -0.37032 -1.1362033 -0.17309 -0.00318 -0.10107 1.12426 -0.35716 -1.1365934 -0.17366 -0.00467 -0.10117 1.11702 -0.34251 -1.1369035 -0.17454 -0.00601 -0.10164 1.10996 -0.32632 -1.1371436 -0.17570 -0.00714 -0.10245 1.10354 -0.30868 -1.1373137 -0.17710 -0.00803 -0.10356 1.09812 -0.28971 -1.1374438 -0.17869 -0.00865 -0.10494 1.09405 -0.26937 -1.1375340 -0.21065 -0.01750 -0.13508 1.07800 0.14181 -1.1262441 -0.22670 -0.02186 -0.15139 1.06493 0.34497 -1.1099942 -0.24266 -0.02614 -0.16858 1.06622 0.55257 -1.0865844 -0.27394 -0.03421 -0.20697 1.12076 0.98382 -1.0170845 -0.28900 -0.03794 -0.22791 1.09603 1.18089 -0.9683646 -0.30349 -0.04145 -0.24916 1.03960 1.36656 -0.9099047 -0.31726 -0.04472 -0.27036 0.96745 1.54625 -0.8417048 -0.33015 -0.04771 -0.29136 0.89555 1.72535 -0.7637749 -0.33148 -0.04789 -0.29335 0.88905 1.74447 -0.7550150 -0.33280 -0.04785 -0.29481 0.88362 1.76332 -0.7462951 -0.33406 -0.04760 -0.29572 0.87912 1.78182 -0.7375352 -0.33524 -0.04715 -0.29601 0.87535 1.79972 -0.7287353 -0.33627 -0.04652 -0.29567 0.87208 1.81675 -0.7199654 -0.33711 -0.04574 -0.29471 0.86899 1.83278 -0.7112355 -0.33775 -0.04485 -0.29317 0.86580 1.84787 -0.7025756 -0.33816 -0.04386 -0.29107 0.86216 1.86236 -0.6938457 -0.34097 -0.03392 -0.26514 0.82821 1.99035 -0.6050958 -0.34329 -0.02532 -0.23748 0.81379 2.06039 -0.5229259 -0.34517 -0.01797 -0.20931 0.82638 2.05046 -0.4473261 -0.34790 -0.00661 -0.15770 0.93134 1.79434 -0.3150562 -0.34882 -0.00244 -0.13540 0.97626 1.68802 -0.2568363 -0.34971 0.00210 -0.10571 1.03463 1.55380 -0.1802864 -0.34991 0.00331 -0.09593 1.05728 1.50042 -0.1554365 -0.35012 0.00504 -0.07899 1.10835 1.37505 -0.1122566 -0.35017 0.00611 -0.06470 1.17642 1.19922 -0.0740968 -0.34996 0.00654 -0.04824 1.35792 0.71310 -0.0119169 -0.34974 0.00604 -0.04571 1.41503 0.56880 0.0139570 -0.34942 0.00515 -0.04508 1.44780 0.49596 0.0366171 -0.34900 0.00391 -0.04530 1.46374 0.47255 0.0560972 -0.34850 0.00238 -0.04570 1.47031 0.47649 0.0723873 -0.34791 0.00063 -0.04599 1.47502 0.48572 0.0854975 -0.34650 -0.00350 -0.04541 1.44099 0.63284 0.1038076 -0.34572 -0.00556 -0.04139 1.36389 0.88145 0.1095077 -0.33005 -0.02557 -0.04139 1.26598 1.18403 0.1153878 -0.30958 -0.04402 -0.04139 1.15748 1.51297 0.1212779 -0.30717 -0.04584 -0.04122 1.14565 1.54846 0.1218780 -0.30482 -0.04759 -0.04072 1.13390 1.58363 0.1224381 -0.30259 -0.04923 -0.03987 1.12216 1.61870 0.1229682 -0.30057 -0.05070 -0.03869 1.11049 1.65355 0.1234683 -0.29887 -0.05193 -0.03722 1.09903 1.68782 0.1239284 -0.29756 -0.05290 -0.03549 1.08788 1.72122 0.12436

Page 15

Lift_U1.txt85 -0.29671 -0.05356 -0.03356 1.07706 1.75371 0.1247786 -0.29637 -0.05392 -0.03148 1.06652 1.78547 0.1251887 -0.29595 -0.05516 -0.01653 1.00876 1.96094 0.1275488 -0.29551 -0.05642 0.00001 0.97166 2.07629 0.1292289 -0.29508 -0.05769 0.01747 0.95523 2.13150 0.1302390 -0.29464 -0.05897 0.03520 0.95948 2.12659 0.130571001 -0.09426 -0.09598 0.14995 -0.82303 0.73090 -0.090861002 -0.09426 -0.09748 0.13791 -0.82303 0.73101 -0.090861003 -0.09426 -0.09820 0.13209 -0.82303 0.73126 -0.090861004 -0.09426 -0.09905 0.12508 -0.82850 0.73145 -0.089981005 -0.09426 -0.10031 0.11485 -0.84208 0.73589 -0.098871006 -0.09426 -0.10158 0.10585 -0.85395 0.74752 -0.116671008 -0.09430 -0.10906 0.07060 -0.89721 0.81846 -0.215371009 -0.09441 -0.12696 0.01585 -0.97016 0.54421 -0.218811010 -0.09442 -0.12964 0.00933 -0.97733 0.48786 -0.205771011 -0.09442 -0.13100 0.00619 -0.97782 0.45769 -0.201561012 -0.09443 -0.13223 0.00348 -0.97888 0.42918 -0.196111013 -0.09443 -0.13471 -0.00174 -0.98131 0.37125 -0.184871014 -0.09444 -0.13830 -0.00793 -0.98792 0.22605 -0.160371015 -0.09447 -0.14650 -0.01121 -1.00635 -0.08573 -0.131831016 -0.09448 -0.15048 -0.00701 -1.01572 -0.18485 -0.139821018 -0.09451 -0.16719 0.01353 -1.04408 -0.19410 -0.253101019 -0.09450 -0.17509 0.01896 -1.05344 -0.19324 -0.263011020 -0.09450 -0.17715 0.02049 -1.05490 -0.20068 -0.258731021 -0.09450 -0.17873 0.02171 -1.04794 -0.19945 -0.258221022 -0.09450 -0.18234 0.02448 -1.04794 -0.19823 -0.258221023 -0.09450 -0.18775 0.02861 -1.04794 -0.19703 -0.258221024 -0.09450 -0.19225 0.03205 -1.04794 -0.19691 -0.258222001 -0.04356 -0.09212 0.01372 -0.16573 0.81134 -0.258172002 -0.04356 -0.09637 0.00035 -0.16573 0.81145 -0.258172003 -0.04356 -0.09842 -0.00611 -0.16573 0.81170 -0.258172004 -0.04356 -0.10001 -0.01107 -0.16218 0.81273 -0.258462005 -0.04356 -0.10332 -0.02141 -0.16017 0.81403 -0.257052006 -0.04356 -0.10578 -0.02923 -0.15759 0.82061 -0.250302007 -0.04356 -0.10760 -0.03526 -0.15563 0.82858 -0.242292009 -0.04357 -0.11358 -0.05828 -0.14836 0.87398 -0.195372010 -0.04367 -0.12869 -0.13684 -0.12211 0.59874 -0.161612011 -0.04367 -0.12989 -0.14114 -0.12096 0.56915 -0.166522012 -0.04368 -0.13100 -0.14483 -0.11991 0.54044 -0.171742013 -0.04368 -0.13207 -0.14805 -0.12080 0.51351 -0.180132014 -0.04369 -0.13354 -0.15196 -0.12032 0.48198 -0.190312015 -0.04376 -0.15855 -0.16835 -0.10979 -0.12553 -0.250572016 -0.04377 -0.16175 -0.16626 -0.10842 -0.18402 -0.237262017 -0.04378 -0.16723 -0.16064 -0.10586 -0.25742 -0.204062019 -0.04380 -0.17723 -0.14119 -0.09751 -0.16505 -0.052192020 -0.04380 -0.17759 -0.13998 -0.09671 -0.16054 -0.051812021 -0.04379 -0.17838 -0.13762 -0.09580 -0.16533 -0.060312022 -0.04379 -0.17875 -0.13662 -0.10164 -0.16430 -0.062882023 -0.04379 -0.17913 -0.13562 -0.10148 -0.16348 -0.062882024 -0.04379 -0.18007 -0.13320 -0.10148 -0.16251 -0.062882025 -0.04379 -0.18095 -0.13094 -0.10148 -0.16191 -0.062882026 -0.04379 -0.18204 -0.12812 -0.10148 -0.16178 -0.062883201 -0.08538 -0.17874 -0.01434 -0.94675 -0.19492 -0.247113202 -0.06193 -0.17874 -0.09446 -0.55483 -0.18161 -0.190443203 -0.04966 -0.17875 -0.12568 -0.27046 -0.17199 -0.127053301 -0.08365 -0.13100 -0.04380 -0.88027 0.47336 -0.204193302 -0.07148 -0.13100 -0.09035 -0.65122 0.49128 -0.195823303 -0.05236 -0.13100 -0.13667 -0.21102 0.52337 -0.150673401 -0.08615 -0.09826 0.07875 -0.68873 0.75137 -0.140563402 -0.07940 -0.09829 0.05125 -0.57119 0.76391 -0.168903403 -0.05984 -0.09837 0.00885 -0.29467 0.79234 -0.225584103 -0.04543 -0.18060 -0.12922 -0.10033 -0.16245 -0.062884201 -0.08087 -0.14457 -0.08977 -0.83428 0.25408 -0.175894202 -0.07521 -0.14973 -0.12042 -0.70400 0.11755 -0.175644203 -0.06947 -0.15496 -0.14213 -0.55232 -0.03811 -0.180674204 -0.06633 -0.15782 -0.14875 -0.41812 -0.12544 -0.206414205 -0.04471 -0.17751 -0.13892 -0.05466 -0.22544 -0.099534301 -0.08787 -0.12582 -0.02039 -0.90590 0.50667 -0.133914302 -0.07319 -0.11726 -0.04790 -0.40858 0.74368 -0.172524303 -0.05937 -0.10921 -0.03414 -0.17191 0.84270 -0.212495001 -0.05066 -0.13827 -0.15870 -0.17665 0.41833 -0.184655002 -0.06090 -0.14736 -0.15988 -0.35531 0.19328 -0.185395003 -0.07492 -0.15979 -0.11700 -0.79380 -0.18671 -0.155725004 -0.08454 -0.16831 -0.04260 -1.09487 -0.33194 -0.178086001 -0.11357 -0.12364 0.10585 -0.85395 0.74752 -0.116676002 -0.06496 -0.11162 -0.03526 -0.15563 0.82858 -0.242296003 -0.08971 -0.17671 -0.00701 -1.01572 -0.18485 -0.139826004 -0.03902 -0.16455 -0.16626 -0.10842 -0.18402 -0.23726 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 25 0.05753 0.07630 -0.07016 0.89090 -0.77129 -0.7857739 0.07390 0.01852 0.01501 0.85069 -0.70159 -0.7335143 0.03065 0.00691 -0.03129 0.82871 -0.01082 -0.6373360 -0.02101 0.02028 -0.05155 0.60283 0.89079 -0.2661167 -0.02584 0.03708 -0.01212 0.88507 0.15830 -0.0897374 -0.02785 0.03968 -0.06350 1.03387 -0.19284 -0.01626501 0.02096 0.09380 -0.11747 0.67166 -0.00312 -0.81999502 0.01840 -0.01241 -0.04709 0.64380 1.01925 0.006791007 0.09360 -0.10999 -0.02271 -0.68850 0.05523 0.042121017 0.09340 -0.10376 0.09606 -0.81255 -0.70569 -0.025192008 0.08774 -0.11611 -0.13536 -0.11691 0.11040 -0.006352018 0.08754 -0.11218 -0.02675 -0.07792 -0.72078 0.093389001 0.0 0.0 0.0 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 0.02108 0.11381 -0.11750 0.67352 -0.00640 -0.819992 0.02335 0.10483 -0.11550 0.67985 -0.02206 -0.819643 0.02561 0.09587 -0.11320 0.69102 -0.05710 -0.818574 0.02788 0.08692 -0.11037 0.70705 -0.11150 -0.816795 0.03014 0.07800 -0.10678 0.72793 -0.18528 -0.814306 0.03049 0.07689 -0.10621 0.73118 -0.19694 -0.813917 0.03087 0.07606 -0.10565 0.73440 -0.20863 -0.813508 0.03130 0.07553 -0.10512 0.73765 -0.22051 -0.813089 0.03177 0.07533 -0.10465 0.74094 -0.23255 -0.8126410 0.03225 0.07546 -0.10424 0.74425 -0.24474 -0.81216

Page 16

Lift_U1.txt11 0.03274 0.07592 -0.10394 0.74759 -0.25697 -0.8116512 0.03322 0.07670 -0.10374 0.75095 -0.26927 -0.8111113 0.03368 0.07777 -0.10368 0.75440 -0.28177 -0.8105414 0.03748 0.08680 -0.10374 0.78082 -0.37568 -0.8062515 0.04240 0.09615 -0.10381 0.80861 -0.47203 -0.8019616 0.04315 0.09727 -0.10371 0.81231 -0.48472 -0.8013917 0.04397 0.09814 -0.10342 0.81596 -0.49731 -0.8008118 0.04482 0.09873 -0.10292 0.81960 -0.50994 -0.8002219 0.04567 0.09902 -0.10224 0.82321 -0.52259 -0.7996320 0.04649 0.09900 -0.10138 0.82678 -0.53520 -0.7990621 0.04724 0.09867 -0.10038 0.83031 -0.54768 -0.7985122 0.04789 0.09804 -0.09926 0.83379 -0.56002 -0.7979823 0.04841 0.09712 -0.09806 0.83727 -0.57238 -0.7974724 0.05293 0.08666 -0.08489 0.86858 -0.68517 -0.7920626 0.06218 0.06606 -0.05429 0.90636 -0.83707 -0.7788727 0.06685 0.05594 -0.03749 0.91710 -0.88885 -0.7716128 0.07153 0.04593 -0.02008 0.91960 -0.91627 -0.7640029 0.07618 0.03603 -0.00253 0.91034 -0.90900 -0.7560530 0.08077 0.02622 0.01454 0.88581 -0.85667 -0.7477531 0.08113 0.02519 0.01615 0.88206 -0.84827 -0.7468532 0.08128 0.02415 0.01750 0.87783 -0.83929 -0.7459033 0.08121 0.02314 0.01856 0.87321 -0.82944 -0.7448934 0.08093 0.02218 0.01928 0.86841 -0.81853 -0.7438135 0.08043 0.02132 0.01964 0.86371 -0.80653 -0.7426736 0.07976 0.02061 0.01964 0.85944 -0.79348 -0.7414737 0.07892 0.02004 0.01927 0.85587 -0.77946 -0.7402338 0.07795 0.01966 0.01855 0.85325 -0.76444 -0.7389540 0.05861 0.01430 0.00040 0.84335 -0.46239 -0.7077041 0.04910 0.01173 -0.00957 0.82996 -0.31455 -0.6873742 0.03977 0.00926 -0.02008 0.82175 -0.16514 -0.6639144 0.02178 0.00470 -0.04338 0.82896 0.14104 -0.6077445 0.01321 0.00262 -0.05596 0.80063 0.28301 -0.5752546 0.00499 0.00067 -0.06865 0.75370 0.41847 -0.5398547 -0.00283 -0.00115 -0.08125 0.69818 0.55084 -0.5015548 -0.01021 -0.00283 -0.09369 0.64408 0.68347 -0.4603649 -0.01098 -0.00293 -0.09492 0.63917 0.69765 -0.4558650 -0.01174 -0.00290 -0.09595 0.63505 0.71162 -0.4514251 -0.01248 -0.00274 -0.09674 0.63159 0.72533 -0.4469852 -0.01318 -0.00246 -0.09725 0.62866 0.73861 -0.4425553 -0.01379 -0.00207 -0.09747 0.62609 0.75125 -0.4381654 -0.01430 -0.00160 -0.09737 0.62363 0.76316 -0.4338155 -0.01469 -0.00105 -0.09697 0.62108 0.77439 -0.4295156 -0.01495 -0.00045 -0.09625 0.61819 0.78520 -0.4251757 -0.01682 0.00569 -0.08628 0.59037 0.88252 -0.3809358 -0.01843 0.01117 -0.07494 0.57541 0.94176 -0.3396859 -0.01982 0.01602 -0.06302 0.57800 0.94912 -0.3014161 -0.02206 0.02401 -0.04151 0.63605 0.80755 -0.2335362 -0.02296 0.02722 -0.03281 0.66381 0.74022 -0.2034263 -0.02404 0.03112 -0.02213 0.70464 0.64094 -0.1635764 -0.02437 0.03230 -0.01898 0.72176 0.59793 -0.1505665 -0.02493 0.03424 -0.01427 0.76133 0.49536 -0.1278266 -0.02541 0.03582 -0.01172 0.81420 0.35341 -0.1075468 -0.02626 0.03805 -0.01615 0.95321 -0.02888 -0.0739669 -0.02665 0.03877 -0.02287 0.99787 -0.14703 -0.0598570 -0.02700 0.03926 -0.03118 1.02375 -0.20995 -0.0473971 -0.02730 0.03956 -0.04023 1.03553 -0.23145 -0.0365872 -0.02755 0.03971 -0.04942 1.03791 -0.22535 -0.0274373 -0.02775 0.03972 -0.05838 1.03557 -0.20547 -0.0199275 -0.02802 0.03945 -0.07481 0.99461 -0.05844 -0.0091176 -0.02805 0.03925 -0.07929 0.93511 0.12891 -0.0057377 -0.02444 0.02556 -0.07930 0.86290 0.34952 -0.0022378 -0.01736 0.01302 -0.07929 0.78492 0.58427 0.0012779 -0.01642 0.01180 -0.07924 0.77653 0.60934 0.0016280 -0.01550 0.01065 -0.07909 0.76820 0.63415 0.0019681 -0.01461 0.00960 -0.07882 0.75990 0.65886 0.0022782 -0.01379 0.00868 -0.07844 0.75164 0.68341 0.0025783 -0.01310 0.00793 -0.07793 0.74353 0.70755 0.0028484 -0.01257 0.00739 -0.07733 0.73563 0.73111 0.0031085 -0.01223 0.00705 -0.07663 0.72795 0.75405 0.0033586 -0.01211 0.00693 -0.07587 0.72045 0.77653 0.0035987 -0.01210 0.00689 -0.06994 0.67895 0.90168 0.0049988 -0.01208 0.00684 -0.06287 0.65158 0.98570 0.0059989 -0.01206 0.00677 -0.05512 0.63835 1.02861 0.0065990 -0.01204 0.00671 -0.04712 0.63925 1.03041 0.006791001 0.09360 -0.11643 -0.02123 -0.65462 0.01283 0.092131002 0.09360 -0.11491 -0.02144 -0.65462 0.01293 0.092131003 0.09360 -0.11418 -0.02154 -0.65462 0.01314 0.092131004 0.09360 -0.11328 -0.02166 -0.65857 0.01342 0.092781005 0.09360 -0.11198 -0.02186 -0.66834 0.01758 0.085791006 0.09360 -0.11099 -0.02209 -0.67689 0.02744 0.071841008 0.09357 -0.10958 -0.02492 -0.70804 0.08523 -0.005651009 0.09348 -0.11135 -0.02617 -0.76057 -0.12727 -0.007831010 0.09348 -0.11140 -0.02433 -0.76573 -0.17113 0.002511011 0.09347 -0.11138 -0.02312 -0.76566 -0.19445 0.005891012 0.09347 -0.11134 -0.02186 -0.76646 -0.21647 0.010211013 0.09347 -0.11114 -0.01872 -0.76825 -0.26124 0.019091014 0.09346 -0.11052 -0.01203 -0.77312 -0.37366 0.038451015 0.09344 -0.10735 0.01751 -0.78673 -0.61554 0.060741016 0.09343 -0.10560 0.03707 -0.79365 -0.69219 0.054191018 0.09340 -0.10405 0.10213 -0.81459 -0.69275 -0.036501019 0.09341 -0.10544 0.12239 -0.82150 -0.68971 -0.044111020 0.09341 -0.10579 0.12781 -0.82257 -0.69528 -0.040611021 0.09341 -0.10604 0.13205 -0.81737 -0.69430 -0.040151022 0.09341 -0.10660 0.14174 -0.81737 -0.69324 -0.040151023 0.09341 -0.10744 0.15624 -0.81737 -0.69220 -0.040151024 0.09341 -0.10814 0.16832 -0.81737 -0.69209 -0.040152001 0.08775 -0.11335 -0.12932 -0.12657 0.07225 -0.040992002 0.08775 -0.11403 -0.13051 -0.12657 0.07234 -0.040992003 0.08775 -0.11435 -0.13109 -0.12657 0.07255 -0.040992004 0.08775 -0.11461 -0.13153 -0.12385 0.07338 -0.041282005 0.08775 -0.11515 -0.13246 -0.12258 0.07445 -0.040302006 0.08775 -0.11553 -0.13318 -0.12096 0.07999 -0.034962007 0.08775 -0.11578 -0.13377 -0.11972 0.08671 -0.028502009 0.08774 -0.11608 -0.13663 -0.11514 0.12534 0.009692010 0.08766 -0.11186 -0.14382 -0.09858 -0.08598 0.037852011 0.08765 -0.11159 -0.14312 -0.09786 -0.10921 0.033902012 0.08765 -0.11138 -0.14233 -0.09720 -0.13175 0.029692013 0.08765 -0.11121 -0.14146 -0.09784 -0.15292 0.023142014 0.08765 -0.11107 -0.14016 -0.09738 -0.17775 0.015222015 0.08758 -0.11403 -0.09672 -0.08730 -0.65360 -0.032482016 0.08758 -0.11440 -0.08782 -0.08600 -0.69873 -0.022312017 0.08757 -0.11467 -0.06978 -0.08355 -0.75456 0.003212019 0.08756 -0.10948 -0.01032 -0.07556 -0.67869 0.120642020 0.08756 -0.10853 -0.00516 -0.07479 -0.67467 0.12097

Page 17

Lift_U1.txt2021 0.08756 -0.10674 0.00483 -0.07393 -0.67769 0.114452022 0.08756 -0.10605 0.00897 -0.07814 -0.67671 0.112502023 0.08756 -0.10536 0.01310 -0.07800 -0.67600 0.112502024 0.08756 -0.10369 0.02311 -0.07800 -0.67516 0.112502025 0.08756 -0.10212 0.03254 -0.07800 -0.67463 0.112502026 0.08756 -0.10016 0.04431 -0.07800 -0.67453 0.112503201 0.09470 -0.10604 0.10390 -0.74005 -0.69203 -0.030663202 0.09579 -0.10604 0.04136 -0.43077 -0.68537 0.014623203 0.09289 -0.10605 0.01729 -0.20648 -0.68056 0.063593301 0.09326 -0.11138 -0.06219 -0.68914 -0.18258 0.003673302 0.09290 -0.11138 -0.09881 -0.51468 -0.16900 0.009923303 0.09024 -0.11137 -0.13567 -0.17067 -0.14468 0.044463401 0.08853 -0.11422 -0.06409 -0.55011 0.02800 0.053703402 0.08668 -0.11425 -0.08604 -0.45509 0.03726 0.031463403 0.08588 -0.11431 -0.11956 -0.22960 0.05826 -0.013984103 0.09049 -0.10274 0.03081 -0.07700 -0.67510 0.112504201 0.09193 -0.11013 -0.05800 -0.65318 -0.35708 0.025364202 0.09105 -0.10942 -0.06580 -0.55259 -0.46422 0.025384203 0.09023 -0.10877 -0.06673 -0.43780 -0.58405 0.021354204 0.09005 -0.10865 -0.06398 -0.33349 -0.65040 0.001654205 0.08872 -0.10775 -0.00186 -0.04350 -0.72413 0.084124301 0.09163 -0.11245 -0.06149 -0.71479 -0.16112 0.058294302 0.08727 -0.11494 -0.11512 -0.32433 0.02092 0.028714303 0.08630 -0.11548 -0.12789 -0.13256 0.09910 -0.003445001 0.08842 -0.11049 -0.13076 -0.14280 -0.22783 0.018805002 0.08937 -0.10959 -0.10404 -0.28498 -0.40504 0.017635003 0.09130 -0.10779 -0.03078 -0.62175 -0.69389 0.041155004 0.09363 -0.10564 0.05634 -0.84988 -0.79724 0.024086001 0.09289 -0.12847 -0.02209 -0.67689 0.02744 0.071846002 0.08551 -0.11887 -0.13377 -0.11972 0.08671 -0.028506003 0.11131 -0.12610 0.03707 -0.79365 -0.69219 0.054196004 0.10563 -0.11662 -0.08782 -0.08600 -0.69873 -0.02231


$----------------------------------------------$$ API CHECK WITH DAF = 2.00$$----------------------------------------------$UNITS METER TON DEGREE SECOND$LOAD LIST 'TW-DAF-A' 'TW-DAF-W'$INACTIVE MEMBER ALLACTIVATE MEMBER 'M-SPOOL'$INIT REPORT 'API-SPOO' API MEMBER MIN 0.250 'API SPOOL MEMBER CHECK'API LO 0.5 WSD NS 11 MEMBER OPERATING****************************************************************************************************************************** ** Code checking of members according to API RP 2A-WSD 21th edition. December 2000. ** ** Type of loading is : operating. Alpha : 1.000 ** Output results for the members with a ratio > 0.500 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 86 START 86 END 87 TYPE TUBE LENGTH 0.594 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.656 0.008 0.659 0.049 0.659 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 81.840 22487.477 279.604 890.136 * * LOADING TW-DAF-A 0.566 5.526 -0.069 2.732 OPERATING * * * * 1.000 NORMALIZED RATIO 0.003 0.464 0.006 0.467 0.049 0.467 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 66 START 66 END 67 TYPE TUBE LENGTH 0.954 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.031 0.420 0.071 0.457 0.030 0.457 * * 1.000 NORMALIZED RATIO 0.030 0.586 0.062 0.620 0.036 0.620 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -98.275 -2.009+04 -2132.500 666.555 * * LOADING TW-DAF-A -0.680 -4.937 -0.524 1.665 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 67 START 67 END 68 TYPE TUBE LENGTH 0.954 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.002 0.586 0.062 0.592 0.042 0.592 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 *

Page 18

Lift_U1.txt* EFFECTIVE STRESS 66.834 20090.121 2131.747 773.364 * * LOADING TW-DAF-A 0.462 -4.937 -0.524 2.034 OPERATING * * * * 1.000 NORMALIZED RATIO 0.002 0.378 0.055 0.384 0.036 0.384 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 75 START 75 END 76 TYPE TUBE LENGTH 0.904 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.402 0.010 0.405 0.046 0.405 * * 1.000 NORMALIZED RATIO 0.003 0.628 0.006 0.631 0.040 0.631 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 76.107 21509.713 190.097 739.675 * * LOADING TW-DAF-A 0.526 5.286 -0.047 1.918 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 76 START 76 END 77 TYPE TUBE LENGTH 0.872 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.085 0.598 0.191 0.713 0.018 0.713 * * 1.000 NORMALIZED RATIO 0.069 0.652 0.213 0.756 0.018 0.756 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -224.314 -2.235+04 -7306.075 330.586 * * LOADING TW-DAF-A -1.552 5.493 1.795 0.567 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 77 START 77 END 78 TYPE TUBE LENGTH 0.872 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.652 0.213 0.695 0.018 0.695 * * 1.000 NORMALIZED RATIO 0.011 0.707 0.235 0.756 0.018 0.756 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 290.961 24218.150 8055.685 330.586 * * LOADING TW-DAF-A 2.013 5.952 1.980 0.567 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 78 START 78 END 79 TYPE TUBE LENGTH 0.090 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.011 0.707 0.233 0.756 0.014 0.756 * * 1.000 NORMALIZED RATIO 0.011 0.711 0.235 0.760 0.014 0.760 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 302.891 24363.151 8042.578 256.891 * * LOADING TW-DAF-A 2.095 5.987 1.976 0.362 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 79 START 79 END 80 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.011 0.714 0.225 0.760 0.008 0.760 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 307.256 24473.990 7700.646 143.146 * * LOADING TW-DAF-A 2.125 6.014 1.892 0.062 OPERATING * * * * 1.000 NORMALIZED RATIO 0.011 0.714 0.225 0.760 0.008 0.760 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 80 START 80 END 81 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.011 0.719 0.207 0.759 0.013 0.759 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 304.459 24635.748 7089.242 229.663 * * LOADING TW-DAF-A 2.106 6.054 1.742 0.486 OPERATING * * * * 1.000 NORMALIZED RATIO 0.011 0.714 0.206 0.754 0.013 0.754 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 81 START 81 END 82 TYPE TUBE LENGTH 0.090 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.011 0.721 0.180 0.754 0.018 0.754 *

Page 19

Lift_U1.txt* ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 289.011 24697.846 6168.271 321.066 * * LOADING TW-DAF-A 1.999 6.069 1.516 0.909 OPERATING * * * * 1.000 NORMALIZED RATIO 0.011 0.711 0.178 0.744 0.018 0.744 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 82 START 82 END 83 TYPE TUBE LENGTH 0.090 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.010 0.719 0.145 0.743 0.021 0.743 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 261.231 24622.375 4978.725 392.472 * * LOADING TW-DAF-A 1.807 6.051 1.224 1.309 OPERATING * * * * 1.000 NORMALIZED RATIO 0.010 0.705 0.143 0.729 0.022 0.729 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 83 START 83 END 84 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.008 0.711 0.104 0.727 0.028 0.727 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 221.841 24377.087 3576.293 502.978 * * LOADING TW-DAF-A 1.535 5.991 0.879 1.668 OPERATING * * * * 1.000 NORMALIZED RATIO 0.008 0.694 0.102 0.709 0.028 0.709 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 84 START 84 END 85 TYPE TUBE LENGTH 0.089 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.699 0.060 0.708 0.034 0.708 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 172.136 23938.658 2045.025 617.916 * * LOADING TW-DAF-A 1.191 5.883 0.503 1.970 OPERATING * * * * 1.000 NORMALIZED RATIO 0.006 0.678 0.058 0.686 0.034 0.686 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 85 START 85 END 86 TYPE TUBE LENGTH 0.090 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.004 0.680 0.014 0.684 0.040 0.684 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 113.801 23298.416 482.000 727.098 * * LOADING TW-DAF-A 0.787 5.726 0.118 2.201 OPERATING * * * * 1.000 NORMALIZED RATIO 0.004 0.656 0.014 0.661 0.040 0.661 * * * ***************************************************************************************************************************** ****************************************************************************************************************************** ** 89 members were checked. ** ** 89 members passed code check. ** ** 0 members failed code check. ** ** 0 members with an error status. ** ******************************************************************************************************************************PRINT REPORT 'API-SPOO'

******************************************************************************************************************************* ** SUMMARY OF API RATIOS FOR MEMBERS ** ******************************************************************************************************************************** ** REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 1/ 3 ** ** API SPOOL MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 79 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.760 CB ** 78 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.760 CB ** 80 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.759 CB ** 76 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.756 CB ** 77 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.756 CB ** 81 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.754 CB ** 82 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.743 CB ** 83 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.727 CB ** 84 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.708 CB ** 85 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.684 CB ** 86 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.659 CB ** 75 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.631 CB ** 66 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.620 CB *

Page 20

Lift_U1.txt* 67 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.592 CB ** 87 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.467 CB ** 65 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.457 CB ** 74 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.405 CB ** 60 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.400 CB ** 68 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.384 CB ** 16 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.382 CB ** 17 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.382 CB ** 18 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.381 CB ** 15 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.380 CB ** 14 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.378 CB ** 19 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.378 CB ** 20 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.374 CB ** 59 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.368 CB ** 21 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.367 CB ** 13 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.360 CB ** 22 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.359 CB ** 12 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.356 CB ** 11 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.355 CB ** 10 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.353 CB ** 23 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.352 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 2/ 3 ** ** API SPOOL MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 9 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.350 CB ** 8 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.347 CB ** 55 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.345 CB ** 38 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.344 SH ** 7 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.342 CB ** 56 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.341 CB ** 64 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.339 CB ** 54 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.338 CB ** 6 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.337 CB ** 37 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.333 SH ** 43 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.333 SH ** 5 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.332 CB ** 4 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.328 CB ** 44 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.327 SH ** 42 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.327 SH ** 45 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.322 SH ** 41 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.321 SH ** 53 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.321 CB ** 39 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.320 SH ** 47 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.317 SH ** 46 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.317 SH ** 40 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.316 SH ** 48 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.315 SH ** 36 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.311 SH ** 61 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.306 CB ** 49 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.301 SH ** 52 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.294 CB ** 35 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.283 SH ** 24 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.280 CB ** 50 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.278 SH ** 88 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.274 CB ** 63 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.267 CB ** 31 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.267 CB ** 30 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.263 CB ** 32 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.262 CB ** 51 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.261 CB ** 57 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.257 CB ** 62 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.253 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 3/ 3 ** ** API SPOOL MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 3 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.251 CB ******************************************************************************************************************************** ** TOTAL OF 73 MEMBERS WERE CHECKED ** ** 0 MEMBERS WITH AN ERROR STATUS ** 0 MEMBERS FAILED CODE CHECK ** 73 MEMBERS PASSED CODE CHECK ** *******************************************************************************************************************************

$$INACTIVE MEMBER ALLACTIVATE MEMBER 'M-FRAME'$INIT REPORT 'API-FRAM' API MEMBER MIN 0.250 'API SPREADER MEMEBER CHECK'API LO 0.5 WSD NS 11 MEMBER OPERATING****************************************************************************************************************************** ** Code checking of members according to API RP 2A-WSD 21th edition. December 2000. ** ** Type of loading is : operating. Alpha : 1.000 ** Output results for the members with a ratio > 0.500 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC

Page 21

Lift_U1.txt ***************************************************************************************************************************** * * * MEMBER 1007 START 1007 END 1008 TYPE TUBE LENGTH 1.600 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.600 KZ 1.000 LZR (M) 1.600 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 9.134 9.134 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.048 0.336 0.340 0.526 0.189 0.526 * * ALLOWABLE STRESS -2.153+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1027.022 -8865.809 -8964.206 2780.690 * * LOADING TW-DAF-A -20.296 21.166 -21.401 14.987 OPERATING * * * * 1.000 NORMALIZED RATIO 0.048 0.010 0.197 0.245 0.186 0.245 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1008 START 1008 END 1009 TYPE TUBE LENGTH 4.300 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.300 KZ 1.000 LZR (M) 4.300 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 24.547 24.547 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.050 0.010 0.197 0.248 0.186 0.248 * * 1.000 NORMALIZED RATIO 0.050 0.874 0.186 0.944 0.177 0.944 * * ALLOWABLE STRESS -2.040+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1027.022 -2.306+04 -4904.755 2598.947 * * LOADING TW-DAF-A -20.296 -55.049 11.709 13.192 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1013 START 1013 END 1014 TYPE TUBE LENGTH 1.200 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.200 KZ 1.000 LZR (M) 1.200 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 6.850 6.850 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.015 0.902 0.166 0.932 0.065 0.932 * * ALLOWABLE STRESS -2.167+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -330.707 -2.378+04 -4388.511 951.452 * * LOADING TW-DAF-A -6.535 -56.771 10.477 5.348 OPERATING * * * * 1.000 NORMALIZED RATIO 0.015 0.806 0.122 0.831 0.067 0.831 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1014 START 1014 END 1015 TYPE TUBE LENGTH 3.348 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.348 KZ 1.000 LZR (M) 3.348 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 19.113 19.113 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.016 0.806 0.122 0.831 0.067 0.831 * * ALLOWABLE STRESS -2.084+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -330.707 -2.126+04 -3218.896 988.020 * * LOADING TW-DAF-A -6.535 -50.754 7.685 5.709 OPERATING * * * * 1.000 NORMALIZED RATIO 0.016 0.499 0.002 0.515 0.074 0.515 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1015 START 1015 END 1016 TYPE TUBE LENGTH 1.702 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.702 KZ 1.000 LZR (M) 1.702 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 9.716 9.716 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.015 0.499 0.002 0.515 0.074 0.515 * * ALLOWABLE STRESS -2.149+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -330.707 -1.317+04 -44.332 1092.281 * * LOADING TW-DAF-A -6.535 -31.438 -0.106 6.739 OPERATING * * * * 1.000 NORMALIZED RATIO 0.015 0.321 0.065 0.343 0.078 0.343 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2009 START 2009 END 2010 TYPE TUBE LENGTH 5.600 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.600 KZ 1.000 LZR (M) 5.600 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 31.968 31.968 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.037 0.148 0.213 0.297 0.109 0.297 * * 1.000 NORMALIZED RATIO 0.037 0.815 0.128 0.862 0.097 0.862 * * ALLOWABLE STRESS -1.973+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -726.168 -2.150+04 -3375.022 1423.964 * * LOADING TW-DAF-A -14.350 -51.317 -8.057 10.620 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2014 START 2014 END 2015 TYPE TUBE LENGTH 5.800 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.800 KZ 1.000 LZR (M) 5.800 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 33.110 33.110 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.029 0.838 0.258 0.906 0.039 0.906 * * ALLOWABLE STRESS -1.963+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -566.251 -2.210+04 -6800.569 567.886 *

Page 22

Lift_U1.txt* LOADING TW-DAF-A -11.190 -52.760 -16.235 4.274 OPERATING * * * * 1.000 NORMALIZED RATIO 0.029 0.612 0.111 0.651 0.046 0.651 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2015 START 2015 END 2016 TYPE TUBE LENGTH 0.750 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.750 KZ 1.000 LZR (M) 0.750 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 4.281 4.281 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.612 0.111 0.640 0.081 0.640 * * ALLOWABLE STRESS -2.181+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -404.130 -1.614+04 -2930.341 1193.348 * * LOADING TW-DAF-A -7.986 -38.525 6.996 10.454 OPERATING * * * * 1.000 NORMALIZED RATIO 0.019 0.489 0.140 0.527 0.083 0.527 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2016 START 2016 END 2017 TYPE TUBE LENGTH 1.410 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.410 KZ 1.000 LZR (M) 1.410 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 8.049 8.049 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.489 0.140 0.527 0.085 0.527 * * ALLOWABLE STRESS -2.160+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -404.130 -1.290+04 -3680.127 1244.687 * * LOADING TW-DAF-A -7.986 -30.798 8.786 10.961 OPERATING * * * * 1.000 NORMALIZED RATIO 0.019 0.244 0.193 0.330 0.088 0.330 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2017 START 2017 END 2018 TYPE TUBE LENGTH 3.240 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.240 KZ 1.000 LZR (M) 3.240 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 18.496 18.496 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.244 0.193 0.331 0.097 0.331 * * 1.000 NORMALIZED RATIO 0.019 0.427 0.316 0.550 0.104 0.550 * * ALLOWABLE STRESS -2.088+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -404.182 -1.126+04 -8329.358 1530.969 * * LOADING TW-DAF-A -7.987 26.879 19.885 13.790 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2018 START 2018 END 2019 TYPE TUBE LENGTH 1.360 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.360 KZ 1.000 LZR (M) 1.360 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 7.764 7.764 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.020 0.427 0.316 0.551 0.140 0.551 * * ALLOWABLE STRESS 22025.871 26371.169 26371.169 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 448.845 11258.940 8329.358 2053.839 * * LOADING TW-DAF-A 8.870 26.879 19.885 18.956 OPERATING * * * * 1.000 NORMALIZED RATIO 0.020 0.121 0.049 0.151 0.138 0.151 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1009 START 1009 END 1010 TYPE TUBE LENGTH 0.720 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.720 KZ 1.000 LZR (M) 0.720 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 4.194 4.194 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.027 0.492 0.105 0.529 0.102 0.529 * * 1.000 NORMALIZED RATIO 0.027 0.567 0.141 0.611 0.100 0.611 * * ALLOWABLE STRESS -2.182+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -578.841 -1.561+04 -3871.914 1472.409 * * LOADING TW-DAF-A -20.296 -63.492 15.750 12.809 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1010 START 1010 END 1011 TYPE TUBE LENGTH 0.380 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.380 KZ 1.000 LZR (M) 0.380 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 2.214 2.214 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.020 0.531 0.062 0.554 0.039 0.554 * * 1.000 NORMALIZED RATIO 0.020 0.544 0.087 0.571 0.038 0.571 * * ALLOWABLE STRESS -2.192+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -439.081 -1.496+04 -2403.277 565.227 * * LOADING TW-DAF-A -15.395 -60.872 9.776 8.227 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1011 START 1011 END 1012 TYPE TUBE LENGTH 0.350 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.350 KZ 1.000 LZR (M) 0.350 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 2.039 2.039 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.020 0.554 0.093 0.582 0.046 0.582 *

Page 23

Lift_U1.txt* ALLOWABLE STRESS -2.193+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -447.328 -1.525+04 -2571.465 680.277 * * LOADING TW-DAF-A -15.684 -62.046 10.460 7.950 OPERATING * * * * 1.000 NORMALIZED RATIO 0.020 0.548 0.117 0.581 0.047 0.581 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1012 START 1012 END 1013 TYPE TUBE LENGTH 0.750 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.750 KZ 1.000 LZR (M) 0.750 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 4.369 4.369 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.538 0.109 0.557 0.036 0.557 * * ALLOWABLE STRESS -2.181+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -186.390 -1.480+04 -3004.644 523.327 * * LOADING TW-DAF-A -6.535 -60.217 12.222 4.954 OPERATING * * * * 1.000 NORMALIZED RATIO 0.009 0.507 0.094 0.524 0.037 0.524 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2010 START 2010 END 2011 TYPE TUBE LENGTH 0.420 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.420 KZ 1.000 LZR (M) 0.420 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 2.447 2.447 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.458 0.072 0.483 0.055 0.483 * * 1.000 NORMALIZED RATIO 0.019 0.495 0.086 0.521 0.054 0.521 * * ALLOWABLE STRESS -2.191+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -409.276 -1.363+04 -2376.771 797.557 * * LOADING TW-DAF-A -14.350 -55.425 -9.668 10.389 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2011 START 2011 END 2012 TYPE TUBE LENGTH 0.380 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.380 KZ 1.000 LZR (M) 0.380 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 2.214 2.214 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.495 0.086 0.521 0.054 0.521 * * 1.000 NORMALIZED RATIO 0.019 0.527 0.099 0.555 0.054 0.555 * * ALLOWABLE STRESS -2.192+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -409.276 -1.452+04 -2735.033 785.710 * * LOADING TW-DAF-A -14.350 -59.051 -11.125 10.182 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2012 START 2012 END 2013 TYPE TUBE LENGTH 0.350 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.350 KZ 1.000 LZR (M) 0.350 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 2.039 2.039 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.022 0.517 0.158 0.563 0.027 0.563 * * 1.000 NORMALIZED RATIO 0.022 0.524 0.166 0.572 0.026 0.572 * * ALLOWABLE STRESS -2.193+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -491.607 -1.443+04 -4575.545 385.227 * * LOADING TW-DAF-A -17.237 -58.698 -18.612 3.437 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2013 START 2013 END 2014 TYPE TUBE LENGTH 0.450 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.450 KZ 1.000 LZR (M) 0.450 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.906 (IN) 2.621 2.621 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.015 0.477 0.161 0.518 0.022 0.518 * * ALLOWABLE STRESS -2.190+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -319.145 -1.312+04 -4434.349 318.363 * * LOADING TW-DAF-A -11.190 -53.371 -18.038 4.189 OPERATING * * * * 1.000 NORMALIZED RATIO 0.015 0.471 0.145 0.507 0.022 0.507 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4202 START 4201 END 4202 TYPE TUBE LENGTH 2.505 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.505 KZ 1.000 LZR (M) 2.505 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 17.812 17.812 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.059 0.389 0.007 0.448 0.039 0.448 * * 1.000 NORMALIZED RATIO 0.059 0.477 0.006 0.536 0.033 0.536 * * ALLOWABLE STRESS -2.093+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1244.180 -1.222+04 -142.269 491.542 * * LOADING TW-DAF-A -13.581 -12.987 -0.151 0.736 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4203 START 4202 END 4203 TYPE TUBE LENGTH 2.505 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.505 KZ 1.000 LZR (M) 2.505 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 17.812 17.812 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * *

Page 24

Lift_U1.txt* 0.000 NORMALIZED RATIO 0.059 0.477 0.006 0.536 0.033 0.536 * * 1.000 NORMALIZED RATIO 0.059 0.522 0.018 0.582 0.028 0.582 * * ALLOWABLE STRESS -2.093+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1244.180 -1.339+04 -456.099 410.947 * * LOADING TW-DAF-A -13.581 -14.225 -0.485 0.296 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4204 START 4203 END 4204 TYPE TUBE LENGTH 1.246 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.246 KZ 1.000 LZR (M) 1.246 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 8.859 8.859 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.063 0.789 0.144 0.865 0.109 0.865 * * ALLOWABLE STRESS -2.155+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1360.690 -2.023+04 -3701.699 1601.271 * * LOADING TW-DAF-A -14.853 -21.493 -3.933 2.395 OPERATING * * * * 1.000 NORMALIZED RATIO 0.063 0.686 0.096 0.755 0.112 0.755 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4205 START 4204 END 4205 TYPE TUBE LENGTH 8.592 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 8.592 KZ 1.000 LZR (M) 8.592 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 61.096 61.096 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.083 0.686 0.096 0.775 0.112 0.775 * * ALLOWABLE STRESS -1.649+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1360.685 -1.758+04 -2453.717 1639.715 * * LOADING TW-DAF-A -14.853 -18.677 -2.607 2.602 OPERATING * * * * 1.000 NORMALIZED RATIO 0.083 0.312 0.240 0.476 0.130 0.476 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4206 START 4205 END 2021 TYPE TUBE LENGTH 0.892 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 0.892 KZ 1.000 LZR (M) 0.892 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 6.342 6.342 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.062 0.312 0.240 0.456 0.193 0.456 * * 1.000 NORMALIZED RATIO 0.062 0.611 0.271 0.731 0.195 0.731 * * ALLOWABLE STRESS -2.170+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -1353.088 -1.566+04 -6944.026 2860.016 * * LOADING TW-DAF-A -14.770 16.641 7.377 9.265 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4301 START 1010 END 4301 TYPE TUBE LENGTH 2.832 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.832 KZ 1.000 LZR (M) 2.832 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 20.138 20.138 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.017 0.241 0.322 0.419 0.132 0.419 * * 1.000 NORMALIZED RATIO 0.017 0.525 0.027 0.542 0.126 0.542 * * ALLOWABLE STRESS 22025.871 25644.301 25644.301 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 364.246 13456.531 697.195 1852.137 * * LOADING TW-DAF-A 3.976 14.296 0.741 7.865 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4302 START 4301 END 4302 TYPE TUBE LENGTH 6.414 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 6.414 KZ 1.000 LZR (M) 6.414 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 45.608 45.608 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.014 0.525 0.027 0.539 0.030 0.539 * * 0.100 NORMALIZED RATIO 0.014 0.527 0.029 0.542 0.029 0.542 * * ALLOWABLE STRESS 22025.871 25644.301 25644.301 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 307.752 13517.753 737.168 425.502 * * LOADING TW-DAF-A 3.359 14.361 0.783 0.079 OPERATING * * * * 1.000 NORMALIZED RATIO 0.014 0.424 0.043 0.440 0.041 0.440 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 5004 START 4203 END 5003 TYPE TUBE LENGTH 2.517 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.517 KZ 1.000 LZR (M) 2.517 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.625 (IN) 18.211 18.211 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.025 0.548 0.079 0.579 0.099 0.579 * * 1.000 NORMALIZED RATIO 0.025 0.646 0.028 0.672 0.094 0.672 * * ALLOWABLE STRESS -2.090+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -528.311 -1.778+04 -772.631 1377.812 * * LOADING TW-DAF-A -10.290 -32.535 1.414 1.856 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 5005 START 5003 END 5004 TYPE TUBE LENGTH 4.637 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.636 KZ 1.000 LZR (M) 4.636 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.625 (IN) 33.553 33.553 * * *

Page 25

Lift_U1.txt* SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.027 0.646 0.028 0.673 0.119 0.673 * * ALLOWABLE STRESS -1.958+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -524.294 -1.778+04 -772.631 1752.333 * * LOADING TW-DAF-A -10.211 -32.535 1.414 5.505 OPERATING * * * * 1.000 NORMALIZED RATIO 0.027 0.081 0.080 0.141 0.130 0.141 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 5006 START 5004 END 1020 TYPE TUBE LENGTH 3.577 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.577 KZ 1.000 LZR (M) 3.577 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.625 (IN) 25.882 25.882 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.026 0.081 0.080 0.140 0.130 0.140 * * 1.000 NORMALIZED RATIO 0.026 0.450 0.164 0.505 0.138 0.505 * * ALLOWABLE STRESS -2.028+04 -2.753+04 -2.753+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -524.295 -1.238+04 -4510.275 2023.955 * * LOADING TW-DAF-A -10.211 22.667 -8.255 8.150 OPERATING * * * ***************************************************************************************************************************** ****************************************************************************************************************************** ** 81 members were checked. ** ** 81 members passed code check. ** ** 0 members failed code check. ** ** 0 members with an error status. ** ******************************************************************************************************************************PRINT REPORT 'API-FRAM'

******************************************************************************************************************************* ** SUMMARY OF API RATIOS FOR MEMBERS ** ******************************************************************************************************************************** ** REPORT : API-FRAM RATIOS ABOVE 0.250 PAGE 1/ 2 ** ** API SPREADER MEMEBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 1008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.944 CB ** 1013 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.932 CB ** 2014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.906 CB ** 4204 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.865 CB ** 2009 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.862 CB ** 1014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.831 CB ** 4205 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.775 CB ** 4206 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.731 CB ** 5005 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.673 CB ** 5004 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.672 CB ** 2015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.640 CB ** 1009 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.611 CB ** 1011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.582 CB ** 4203 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.582 CB ** 2012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.572 CB ** 1010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.571 CB ** 1012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.557 CB ** 2011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.555 CB ** 2018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.551 CB ** 2017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.550 CB ** 4301 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.542 CB ** 4302 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.100 * 0.542 CB ** 4202 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.536 CB ** 2016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.527 CB ** 1007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.526 CB ** 2010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.521 CB ** 2013 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.518 CB ** 1015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.515 CB ** 5006 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.505 CB ** 5003 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.491 CB ** 1006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.487 CB ** 3303 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.300 * 0.469 CB ** 3302 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.456 CB ** 4201 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.455 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-FRAM RATIOS ABOVE 0.250 PAGE 2/ 2 ** ** API SPREADER MEMEBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 5002 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.452 CB ** 3202 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.900 * 0.450 CB ** 3203 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.449 CB ** 4303 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.440 CB ** 3304 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.423 CB ** 2008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.395 CB ** 3204 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.388 CB ** 3301 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.379 CB ** 1016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.372 CB ** 1017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.370 CB ** 2007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.365 CB ** 3403 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.300 * 0.362 CB ** 3201 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.355 CB ** 3402 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.354 CB ** 3401 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.316 CB ** 3404 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.310 CB ** 5001 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.299 CB *

Page 26

Lift_U1.txt* 1005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.292 CB ******************************************************************************************************************************** ** TOTAL OF 52 MEMBERS WERE CHECKED ** ** 0 MEMBERS WITH AN ERROR STATUS ** 0 MEMBERS FAILED CODE CHECK ** 52 MEMBERS PASSED CODE CHECK ** *******************************************************************************************************************************

$$$----------------------------------------------$$ JOINT CHECK WITH DAF =2.0$$----------------------------------------------$$$--------------------------$$ TUBULAR INTERSECTION$$--------------------------$TUBULAR INTERSECTIONS 1003 JOINT 1003 - CHORD MEMBERS 1002 1003 - BRACE ONLY 3401$TUBULAR INTERSECTIONS 1010 JOINT 1010 - CHORD MEMBERS 1009 1010 - BRACE ONLY 4301$TUBULAR INTERSECTIONS 1011 JOINT 1011 - CHORD MEMBERS 1010 1011 - BRACE ONLY 3301$TUBULAR INTERSECTIONS 1012 JOINT 1012 - CHORD MEMBERS 1011 1012 - BRACE ONLY 4201$TUBULAR INTERSECTIONS 1020 JOINT 1020 - CHORD MEMBERS 1019 1020 - BRACE ONLY 5006$TUBULAR INTERSECTIONS 1021 JOINT 1021 - CHORD MEMBERS 1020 1021 - BRACE ONLY 3201$TUBULAR INTERSECTIONS 2003 JOINT 2003 - CHORD MEMBERS 2002 2003 - BRACE ONLY 3404$TUBULAR INTERSECTIONS 2004 JOINT 2004 - CHORD MEMBERS 2003 2004 - BRACE ONLY 4304$TUBULAR INTERSECTIONS 2012 JOINT 2012 - CHORD MEMBERS 2011 2012 - BRACE ONLY 3304$TUBULAR INTERSECTIONS 2013 JOINT 2013 - CHORD MEMBERS 2012 2013 - BRACE ONLY 5001$TUBULAR INTERSECTIONS 2021 JOINT 2021 - CHORD MEMBERS 2020 2021 - BRACE ONLY 4206$TUBULAR INTERSECTIONS 2022 JOINT 2022 - CHORD MEMBERS 2021 2022 - BRACE ONLY 3204$TUBULAR INTERSECTIONS 2023 JOINT 2023 - CHORD MEMBERS 2022 2023 - BRACE ONLY 4104$LOAD LIST 'TW-DAF-A' 'TW-DAF-W'INIT REPORT 'J-CHECK' API JOINT 'API JOINT CHECK'API LO 0.20 WSD LOADING OPERATING****************************************************************************************************************************** ** Code checking of intersections according to API RP 2A-WSD 21th edition. December 2000. ** ** Check loads only. ** Type of loading is : operating. Alpha : 1.000 ** Output results for the intersections with a ratio > 0.200 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ******************************************************************************************************************************* *

Page 27

Lift_U1.txt* INTERSECTION : 1020 ** ******************************************************************************************************************************** CHORD : ** ** Components : / MEMBER / JOINT / MEMBER / ** 1019 1020 1020 ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/--- LENGTH --/- T. Strength -/ ** Nominal : 508.000 mm 23.012 mm 360.000 MPa 206000.000 MPa 0.800 m not given ** 20.000 in 0.906 in 52.214 ksi 29877.773 ksi 31.496 in **----------------------------------------------------------------------------------------------------------------------------** BRACE 5006 on joint 1020 Theta = 131.788 deg Phi = -90.000 deg Psi = -90.000 deg ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/ ** Nominal : 406.400 mm 15.875 mm 360.000 MPa 206000.000 MPa ** 16.000 in 0.625 in 52.214 ksi 29877.773 ksi ** ** Loadings : Max ratio obtained for loading case TW-DAF-A Formula : 4.3.1-5b Ratio : 0.342 ** ** %Y = 100.00 ** ** /------ Pa ------/----- Ma ipb -----/----- Ma opb -----/------ P -------/------ M ipb -----/------ M opb -----/ ** 281.57 ton 90.94 ton.m 49.99 ton.m -10.21 ton -8.25 ton.m 22.67 ton.m ** ** ************************************************************************************************************************************************************************************************************************************************************** ** INTERSECTION : 2021 ** ******************************************************************************************************************************** CHORD : ** ** Components : / MEMBER / JOINT / MEMBER / ** 2020 2021 2021 ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/--- LENGTH --/- T. Strength -/ ** Nominal : 508.000 mm 23.012 mm 360.000 MPa 206000.000 MPa 1.200 m not given ** 20.000 in 0.906 in 52.214 ksi 29877.773 ksi 47.244 in **----------------------------------------------------------------------------------------------------------------------------** BRACE 4206 on joint 2021 Theta = 131.796 deg Phi = 90.000 deg Psi = 90.000 deg ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/ ** Nominal : 406.400 mm 8.738 mm 360.000 MPa 206000.000 MPa ** 16.000 in 0.344 in 52.214 ksi 29877.773 ksi ** ** Loadings : Max ratio obtained for loading case TW-DAF-A Formula : 4.3.1-5b Ratio : 0.275 ** ** %Y = 100.00 ** ** /------ Pa ------/----- Ma ipb -----/----- Ma opb -----/------ P -------/------ M ipb -----/------ M opb -----/ ** 282.18 ton 91.24 ton.m 50.07 ton.m -14.77 ton -7.38 ton.m -16.64 ton.m ** ** ************************************************************************************************************************************************************************************************************************************************************** ** 13 active intersections were checked. ** ** 13 intersections passed code check. ** ** 0 intersections failed code check. ** ** 0 intersections with an error status. ** *******************************************************************************************************************************PRINT REPORT 'J-CHECK'

******************************************************************************* ** SUMMARY OF API RATIOS FOR JOINTS ** ******************************************************************************** ** REPORT : J-CHECK PAGE 1/ 1 ** ** API JOINT CHECK ** ******************************************************************************** JOINT * BRACE * CHORD1 CHORD2 * LOADING * RATIO **----------------------------------------------------------------------------** 1020 5006 1019 1020 TW-DAF-A 0.342 ** 2021 4206 2020 2021 TW-DAF-A 0.275 ** 1010 4301 1009 1010 TW-DAF-A 0.166 ** 1021 3201 1020 1021 TW-DAF-A 0.146 ** 2022 3204 2021 2022 TW-DAF-A 0.134 ** 1003 3401 1002 1003 TW-DAF-A 0.115 ** 2003 3404 2002 2003 TW-DAF-A 0.113 ** 2013 5001 2012 2013 TW-DAF-A 0.111 ** 2004 4304 2003 2004 TW-DAF-A 0.098 ** 2012 3304 2011 2012 TW-DAF-A 0.082 ** 1012 4201 1011 1012 TW-DAF-A 0.071 ** 1011 3301 1010 1011 TW-DAF-W 0.021 ** 2023 4104 2022 2023 TW-DAF-A 0.005 ******************************************************************************** ** TOTAL OF 13 RESULTS WERE STORED ** ** 0 CONNECTIONS WITH AN ERROR STATUS ** 0 CONNECTIONS FAILED CODE CHECK ** 13 CONNECTIONS PASSED CODE CHECK ** *******************************************************************************$$LOAD LIST 'TW-AI' 'TW-WA'$ACTIVE MEMBER ALL$ CREATE ISYMOST GEOMETRY CREATE ISYMOST HEADER STATIC CREATE ISYMOST ONLY DISPLA**** Warning 5.722 - Not all joints in selection have the same degrees of freedom

Page 28

Lift_U1.txtOption 'QUICK' ignored CREATE ISYMOST REPORT 'API-SPOO' CREATE ISYMOST REPORT 'API-FRAM' CREATE ISYMOST REPORT 'J-CHECK'$FIN

Good bye


Page 29


Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix X

APPENDIX X – JUMPER P214 – NSO RESULTS FILE (26 pages)

Appendix X.pdf

Lift_P214.txt

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * Advanced Interactive Computing Engineering System * * * * (C) Copyright Briwand-STRUSIM, 1987, 2007 * * * * 12/02/2008 14:17:49 * * * * AICES V4.45 , 2007 * * Program Serial Number: 690502105 * * * * Machine: 00b0d0498478 Storage: 103424k * * System: Windows NT 5 1 * * Active Options: fastrudl * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*STRUDL 'LIFTING' 'LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * * * FASTRUDL-NSO * * * * The New Structural Offshore Design Language * * Version V6.8.7 * * * * (C) PRINCIPIA 1992-2007 * * * * * * Integrated System with: * * BV-AICES (C) C.Briwand 1987-2007 * * BV-STRUDL (C) Bureau Veritas 1991-2007 * * * * Started on 12/02/2008 14:17:49 * * * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $$$ .oO0°~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~°0Oo.$ $ MOHO BILONDO - ACERGY POLARIS |$ | |$ { LIFTING ANALYSIS - P214 |$ { |$ | 12/02/08 °$ $ o$ °0Oo.____-_-_-_-____///NCA///~~~><((°>.o$$----------------------------------------------$$ COORDINATE OF NODES$$----------------------------------------------$$--------------------------$$ SPOOL / JUMPER$$--------------------------$UNITS M$GROUP 'J-SPOOL' JOINT START$JOINT COORDINATES$ 1 2.42505E+01 1.17451E+01 -1.20699E+01 2 2.36590E+01 1.16984E+01 -1.20676E+01 3 2.30673E+01 1.16520E+01 -1.20653E+01 4 2.24063E+01 1.15999E+01 -1.20628E+01 5 2.18841E+01 1.15588E+01 -1.20608E+01 6 2.18042E+01 1.15526E+01 -1.20675E+01 7 2.17278E+01 1.15466E+01 -1.20879E+01 8 2.16560E+01 1.15409E+01 -1.21211E+01 9 2.15908E+01 1.15357E+01 -1.21666E+01 10 2.15343E+01 1.15312E+01 -1.22228E+01 11 2.14886E+01 1.15276E+01 -1.22878E+01 12 2.14548E+01 1.15250E+01 -1.23596E+01 13 2.14339E+01 1.15235E+01 -1.24362E+01 14 2.14266E+01 1.15228E+01 -1.25162E+01 15 2.14248E+01 1.15227E+01 -1.29519E+01 16 2.14232E+01 1.15226E+01 -1.33876E+01 17 2.14215E+01 1.15225E+01 -1.38233E+01 18 2.14198E+01 1.15223E+01 -1.42590E+01 19 2.05400E+01 1.14530E+01 -1.42922E+01 20 1.95404E+01 1.13743E+01 -1.43299E+01 21 1.85408E+01 1.12957E+01 -1.43676E+01 22 1.76012E+01 1.12217E+01 -1.44030E+01 23 1.66215E+01 1.11446E+01 -1.44399E+01 24 1.53629E+01 1.10456E+01 -1.44874E+01 25 1.47020E+01 1.09936E+01 -1.45123E+01 26 1.37424E+01 1.09182E+01 -1.45485E+01 27 1.27826E+01 1.08425E+01 -1.45847E+01 28 1.18230E+01 1.07671E+01 -1.46209E+01 29 1.08633E+01 1.06915E+01 -1.46571E+01 30 9.90373E+00 1.06159E+01 -1.46933E+01 31 8.94394E+00 1.05404E+01 -1.47295E+01 32 7.98437E+00 1.04649E+01 -1.47656E+01 33 7.02462E+00 1.03893E+01 -1.48018E+01 34 6.06499E+00 1.03138E+01 -1.48380E+01 35 5.10516E+00 1.02383E+01 -1.48742E+01 36 4.14563E+00 1.01629E+01 -1.49104E+01 37 3.18589E+00 1.00872E+01 -1.49466E+01 38 2.22627E+00 1.00117E+01 -1.49828E+01 39 2.14567E+00 1.00125E+01 -1.49853E+01 40 2.06767E+00 1.00270E+01 -1.49869E+01 41 1.99311E+00 1.00549E+01 -1.49875E+01 42 1.92447E+00 1.00954E+01 -1.49871E+01 43 1.86357E+00 1.01473E+01 -1.49856E+01 44 1.81307E+00 1.02087E+01 -1.49832E+01 45 1.77379E+00 1.02777E+01 -1.49799E+01 46 1.74711E+00 1.03526E+01 -1.49759E+01

Page 1

Lift_P214.txt 47 1.73371E+00 1.04317E+01 -1.49711E+01 48 1.67246E+00 1.12101E+01 -1.49217E+01 49 1.62460E+00 1.18189E+01 -1.48723E+01 50 1.55007E+00 1.27662E+01 -1.48230E+01 51 1.48877E+00 1.35445E+01 -1.47736E+01 52 1.42763E+00 1.43227E+01 -1.47242E+01 53 1.36628E+00 1.51008E+01 -1.46749E+01 54 1.30512E+00 1.58791E+01 -1.46255E+01 55 1.24378E+00 1.66572E+01 -1.45761E+01 56 1.18256E+00 1.74353E+01 -1.45268E+01 57 1.12133E+00 1.82135E+01 -1.44774E+01 58 1.04050E+00 1.92405E+01 -1.44123E+01 59 9.98797E-01 1.97699E+01 -1.43787E+01 60 9.99619E-01 1.98497E+01 -1.43730E+01 61 1.01402E+00 1.99272E+01 -1.43663E+01 62 1.04130E+00 2.00009E+01 -1.43587E+01 63 1.08137E+00 2.00691E+01 -1.43503E+01 64 1.13252E+00 2.01291E+01 -1.43416E+01 65 1.19339E+00 2.01793E+01 -1.43326E+01 66 1.26178E+00 2.02181E+01 -1.43239E+01 67 1.33582E+00 2.02444E+01 -1.43155E+01 68 1.41436E+00 2.02576E+01 -1.43076E+01 69 2.15386E+00 2.03158E+01 -1.42380E+01 70 3.29046E+00 2.04053E+01 -1.41311E+01 71 3.63289E+00 2.04322E+01 -1.40989E+01 72 4.37237E+00 2.04904E+01 -1.40294E+01 73 4.96306E+00 2.05369E+01 -1.39739E+01 74 5.85140E+00 2.06068E+01 -1.38903E+01 75 6.59098E+00 2.06651E+01 -1.38208E+01 76 7.33047E+00 2.07232E+01 -1.37512E+01 77 7.40228E+00 2.07289E+01 -1.37386E+01 78 7.47084E+00 2.07343E+01 -1.37148E+01 79 7.53451E+00 2.07393E+01 -1.36805E+01 80 7.59231E+00 2.07438E+01 -1.36364E+01 81 7.64231E+00 2.07478E+01 -1.35836E+01 82 7.68326E+00 2.07510E+01 -1.35236E+01 83 7.71425E+00 2.07535E+01 -1.34579E+01 84 7.73446E+00 2.07551E+01 -1.33882E+01 85 7.74328E+00 2.07557E+01 -1.33156E+01 86 7.76434E+00 2.07573E+01 -1.28201E+01 87 7.78548E+00 2.07590E+01 -1.23246E+01 88 7.80672E+00 2.07607E+01 -1.18291E+01 89 7.82801E+00 2.07625E+01 -1.13335E+01 90 7.83787E+00 2.07633E+01 -1.12563E+01 91 7.86034E+00 2.07650E+01 -1.11826E+01 92 7.89495E+00 2.07677E+01 -1.11138E+01 93 7.94060E+00 2.07712E+01 -1.10516E+01 94 7.99614E+00 2.07756E+01 -1.09979E+01 95 8.06002E+00 2.07807E+01 -1.09545E+01 96 8.12991E+00 2.07861E+01 -1.09226E+01 97 8.20409E+00 2.07919E+01 -1.09028E+01 98 8.28152E+00 2.07980E+01 -1.08959E+01 99 9.07745E+00 2.08608E+01 -1.08928E+01 100 9.60148E+00 2.09019E+01 -1.08908E+01 101 1.02616E+01 2.09539E+01 -1.08882E+01 102 1.09216E+01 2.10059E+01 -1.08857E+01 502 1.09216E+01 2.10059E+01 -8.76767E+00 501 2.42505E+01 1.17451E+01 -9.95189E+00$GROUP 'J-SPOOL' JOINT END$$--------------------------$$ SPREADER FRAME$$--------------------------$UNITS M$GROUP 'J-FRAME' JOINT START$JOINTS COORDINATES$ 1001 0.00000E+00 7.00000E+00 0.00000E+00 1002 9.44000E-01 7.00000E+00 0.00000E+00 1003 1.40000E+00 7.00000E+00 0.00000E+00 1004 1.95000E+00 7.00000E+00 0.00000E+00 1005 2.75000E+00 7.00000E+00 0.00000E+00 1006 3.45000E+00 7.00000E+00 0.00000E+00 1007 4.40000E+00 7.00000E+00 0.00000E+00 1008 5.00000E+00 7.00000E+00 0.00000E+00 1009 1.03000E+01 7.00000E+00 0.00000E+00 1010 1.10200E+01 7.00000E+00 0.00000E+00 1011 1.14000E+01 7.00000E+00 0.00000E+00 1012 1.17500E+01 7.00000E+00 0.00000E+00 1013 1.25000E+01 7.00000E+00 0.00000E+00 1014 1.37000E+01 7.00000E+00 0.00000E+00 1015 1.69830E+01 7.00000E+00 0.00000E+00 1016 1.87500E+01 7.00000E+00 0.00000E+00 1017 2.34000E+01 7.00000E+00 0.00000E+00 1018 2.41600E+01 7.00000E+00 0.00000E+00 1019 2.56000E+01 7.00000E+00 0.00000E+00 1020 2.60500E+01 7.00000E+00 0.00000E+00 1021 2.64000E+01 7.00000E+00 0.00000E+00 1022 2.72000E+01 7.00000E+00 0.00000E+00 1023 2.84000E+01 7.00000E+00 0.00000E+00 1024 2.94000E+01 7.00000E+00 0.00000E+00 2001 0.00000E+00 2.30000E+01 0.00000E+00 2002 9.44000E-01 2.30000E+01 0.00000E+00 2003 1.40000E+00 2.30000E+01 0.00000E+00 2004 1.75000E+00 2.30000E+01 0.00000E+00 2005 2.48000E+00 2.30000E+01 0.00000E+00 2006 3.45000E+00 2.30000E+01 0.00000E+00 2007 3.95000E+00 2.30000E+01 0.00000E+00 2008 4.40000E+00 2.30000E+01 0.00000E+00 2009 5.00000E+00 2.30000E+01 0.00000E+00 7001 8.78000E+00 2.30000E+01 0.00000E+00 2010 1.06000E+01 2.30000E+01 0.00000E+00 2011 1.10200E+01 2.30000E+01 0.00000E+00 2012 1.14000E+01 2.30000E+01 0.00000E+00 2013 1.17500E+01 2.30000E+01 0.00000E+00 2014 1.22000E+01 2.30000E+01 0.00000E+00 2015 1.80000E+01 2.30000E+01 0.00000E+00 2016 1.87500E+01 2.30000E+01 0.00000E+00

Page 2

Lift_P214.txt 2017 2.01600E+01 2.30000E+01 0.00000E+00 2018 2.34000E+01 2.30000E+01 0.00000E+00 2019 2.47600E+01 2.30000E+01 0.00000E+00 2020 2.52000E+01 2.30000E+01 0.00000E+00 2021 2.60500E+01 2.30000E+01 0.00000E+00 2022 2.64000E+01 2.30000E+01 0.00000E+00 2023 2.67500E+01 2.30000E+01 0.00000E+00 2024 2.76000E+01 2.30000E+01 0.00000E+00 2025 2.84000E+01 2.30000E+01 0.00000E+00 2026 2.94000E+01 2.30000E+01 0.00000E+00 3201 2.64000E+01 1.19000E+01 0.00000E+00 3202 2.64000E+01 1.39730E+01 0.00000E+00 3203 2.64000E+01 1.70000E+01 0.00000E+00 3301 1.14000E+01 7.50000E+00 0.00000E+00 3302 1.14000E+01 1.34950E+01 0.00000E+00 3303 1.14000E+01 1.80000E+01 0.00000E+00 3401 1.40000E+00 1.13000E+01 0.00000E+00 3402 1.40000E+00 1.48000E+01 0.00000E+00 3403 1.40000E+00 1.91500E+01 0.00000E+00 4103 2.80828E+01 2.15088E+01 0.00000E+00 4201 1.33959E+01 8.84147E+00 0.00000E+00 4202 1.53650E+01 1.10446E+01 0.00000E+00 4203 1.89000E+01 1.50000E+01 0.00000E+00 4204 2.04499E+01 1.67342E+01 0.00000E+00 4205 2.32566E+01 1.98746E+01 0.00000E+00 4301 8.97116E+00 1.05363E+01 0.00000E+00 4302 5.73329E+00 1.61248E+01 0.00000E+00 4303 3.26187E+00 2.03905E+01 0.00000E+00 5001 1.37002E+01 2.08179E+01 0.00000E+00 5002 1.65167E+01 1.76667E+01 0.00000E+00 5003 2.19552E+01 1.15841E+01 0.00000E+00 5004 23.1321 10.2659 0.00000E+00 6001 3.45000E+00 7.00000E+00 -1.48000E+00 6002 3.45000E+00 2.30000E+01 -1.48000E+00 6003 1.87500E+01 7.00000E+00 -1.48000E+00 6004 1.87500E+01 2.30000E+01 -1.48000E+00$GROUP 'J-FRAME' JOINT END$$--------------------------$$ CRANE$$--------------------------$UNITS M$GROUP 'J-CRANE' JOINT START$JOINT COORDINATES$ 9001 14.275 15.085 15.000$GROUP 'J-CRANE' JOINT END$$----------------------------------------------$$ DEFINITION OF MEMBERS$$----------------------------------------------$$--------------------------$$ SPOOL$$--------------------------$TYPE SPACE FRAME$GROUP 'M-SPOOL' MEMBER START $ GROUP 'M-SP1' MEMBER START MULTIPLES INCIDENCES $ 1 1 TO 4 99 99 TO 102 $ GROUP 'M-SP1' MEMBER END $ GROUP 'M-SP2' MEMBER START MULTIPLES INCIDENCES $ 4 4 TO 99 $ GROUP 'M-SP2' MEMBER END $GROUP 'M-SPOOL' MEMBER END$GROUP 'M-BIDON' MEMBER START $ MEMBER INCIDENCE $ 501 1 501 502 102 502 $GROUP 'M-BIDON' MEMBER END$$--------------------------$$ SPREADER FRAME$$--------------------------$TYPE SPACE FRAME$GROUP 'M-FRAME' MEMBER START$ GROUP 'M-MAIN1' MEMBER START MULTIPLES INCIDENCES 1004 1004 TO 1009 1013 1013 TO 1019 1022 1022 TO 1024$ 2005 2005 TO 2009

Page 3

Lift_P214.txt 2009 2009 7001 7001 7001 2010 2014 2014 TO 2020 2024 2024 TO 2026 GROUP 'M-MAIN1' MEMBER END$ GROUP 'M-MAIN2' MEMBER START MULTIPLES INCIDENCES 1001 1001 TO 1004 1009 1009 TO 1013 1019 1019 TO 1022$ 2001 2001 TO 2005 2010 2010 TO 2014 2020 2020 TO 2024 GROUP 'M-MAIN2' MEMBER ENDD$ GROUP 'M-BRACE' MEMBER START MULTIPLES INCIDENCES$ 3201 1021 3201 3202 3201 TO 3203 3204 3203 2022$ 3301 1011 3301 3302 3301 TO 3303 3304 3303 2012$ 3401 1003 3401 3402 3401 TO 3403 3404 3403 2003 GROUP 'M-BRACE' MEMBER END$ GROUP 'M-TRAN1' MEMBER START MULTIPLES INCIDENCES$ 4104 4103 2023$ 4201 1012 4201 4202 4201 TO 4205 4206 4205 2021$ 4301 1010 4301 4302 4301 TO 4303 4304 4303 2004$ GROUP 'M-TRAN1' MEMBER END$$ GROUP 'M-TRAN2' MEMBER START MULTIPLES INCIDENCES$ 5001 2013 5001 5002 5001 5002 5003 5002 4203 5004 4203 5003 5005 5003 5004 5006 5004 1020$ GROUP 'M-TRAN2' MEMBER END$$ GROUP 'M-FEET' MEMBER START MULTIPLES INCIDENCES 6001 6001 1006 6002 6002 2006 6003 6003 1016 6004 6004 2016 GROUP 'M-FEET' MEMBER END$GROUP 'M-FRAME' MEMBER END$$--------------------------$$ UPPER SLINGS$$--------------------------$TYPE SPACE TRUSS$GROUP 'M-UPSLIN' MEMBER STARTMULTIPLES INCIDENCES 9001 1007 9001 9002 2008 9001 9003 1017 9001 9004 2018 9001GROUP 'M-UPSLIN' MEMBER END$$--------------------------$$ LOWER SLINGS$$--------------------------$TYPE SPACE TRUSS$GROUP 'M-LOSLIN' MEMBER STARTMULTIPLES INCIDENCEs 8001 501 3202 8002 501 5004 8003 20 4202 8004 28 4202 8005 31 4301 8006 49 3402 8007 56 3402 8008 70 4303 8009 502 2010 8010 502 3303GROUP 'M-LOSLIN' MEMBER END$$----------------------------------------------$$ MEMBERS RELEASE$

Page 4

Lift_P214.txt$----------------------------------------------$MEMBER RELEASE'M-UPSLIN' 'M-LOSLIN' START MOMENT Y Z'M-UPSLIN' 'M-LOSLIN' END MOMENT Y Z$$----------------------------------------------$$ BOUNDARY CONDITIONS$$----------------------------------------------$UNIT TON METER$JOINT STATUS 9001 - 1007 1017 2008 2018 - 501 20 28 31 49 56 70 502 - SUPPORT$UNIT TON METER$JOINT RELEASES 9001 MOMENT X Y Z 1007 1017 2008 2018 - 501 20 28 31 49 56 70 502 - FORCE Z MOMENT X Y Z GLOBAL KFX 0.1 KFY 0.1$$----------------------------------------------$$ PHYSICAL PROPERTIES$$----------------------------------------------$UNITS INCH$MEMBER PROPERTIES PRISMATIC$$--------------------------$$ SPOOL$$--------------------------$ 'M-SPOOL' 'M-BIDON' TUBE OD 6.625 WT 0.563$$--------------------------$$ SPREADER FRAME$$--------------------------$ 'M-MAIN1' TUBE OD 20.000 WT 0.500 'M-MAIN2' TUBE OD 20.000 WT 0.906 'M-BRACE' TUBE OD 18.000 WT 0.437 'M-TRAN1' TUBE OD 16.000 WT 0.344 'M-TRAN2' TUBE OD 16.000 WT 0.625 'M-FEET' TUBE OD 16.000 WT 0.344$$--------------------------$$ SLINGS$$--------------------------$ 'M-UPSLIN' TUBE OD 6.625 WT 0.125 $ Weight neglected 'M-LOSLIN' TUBE OD 1.500 WT 0.375 $ Weight neglected$$--------------------------$$ DENSITY$$--------------------------$UNIT KG METER$ CONSTANT DENSITY 7850 'M-FRAME' CONSTANT DENSITY 1.00E-10 'M-LOSLIN' 'M-UPSLIN' CONSTANT DENSITY 1.00E-10 'M-SPOOL' 'M-BIDON'$$--------------------------$$ YOUNG'S MODULUS$$--------------------------$UNITS MM NEWTON$ CONSTANT E 206000 'M-FRAME' 'M-SPOOL'$ CONSTANT E 100000 'M-UPSLIN' 'M-LOSLIN'$ CONSTANT E 500000 'M-BIDON'$$--------------------------$$ YIELD STRESS$$--------------------------$UNIT MM NEWTON$ CONSTANT FYLD 360 'M-FRAME' 'M-UPSLIN'$ CONSTANT FYLD 448 'M-SPOOL' 'M-BIDON'$$----------------------------------------------$$ MODELLED DEAD WEIGHT$$----------------------------------------------$UNIT METER TON$

Page 5

Lift_P214.txt$--------------------------$$ SPOOL$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-SPOOL'$LOADING 'SPOOL-DW' 'SPOOL MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$--------------------------$$ SPREADER FRAME$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-FRAME'$LOADING 'FRAME-DW' 'SPREADER FRAME MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 *$$--------------------------$$ UPPER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-UPSLIN'$PRINT MEMBER LENGTH 'M-UPSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.695 Active Space Truss Y Z Y Z9002 2008 9001 19.626 Active Space Truss Y Z Y Z9003 1017 9001 19.330 Active Space Truss Y Z Y Z9004 2018 9001 19.259 Active Space Truss Y Z Y Z


$LOADING 'UPSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$--------------------------$$ SPREADER FRAME + UPPER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-UPSLIN' 'M-FRAME'LOADING 'TEMP' 'SPREADER FRAME + UPPER SLINGS'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 *$$--------------------------

Page 6

Lift_P214.txt$$ LOWER SLINGS$$--------------------------$INACTIVE MEMBERS ALLACTIVE MEMBERS 'M-LOSLIN'$PRINT MEMBER LENGTH 'M-LOSLIN'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 8001 501 3202 10.422 Active Space Truss Y Z Y Z8002 501 5004 10.123 Active Space Truss Y Z Y Z8003 20 4202 14.929 Active Space Truss Y Z Y Z8004 28 4202 15.046 Active Space Truss Y Z Y Z8005 31 4301 14.730 Active Space Truss Y Z Y Z8006 49 3402 15.170 Active Space Truss Y Z Y Z8007 56 3402 14.766 Active Space Truss Y Z Y Z8008 70 4303 14.131 Active Space Truss Y Z Y Z8009 502 2010 8.997 Active Space Truss Y Z Y Z8010 502 3303 9.281 Active Space Truss Y Z Y Z


$LOADING 'LOSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT'DEAD WEIGHT GRAVITY ZPRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $$----------------------------------------------$$ UNMODELLED DEAD WEIGHT$$----------------------------------------------$UNITS TON METER DEGREE$ACTIVE MEMEBERS ALL$$--------------------------$$ SPOOL IN AIR$$--------------------------$LOADING 'AD-SP-AI' 'SPOOL UNMODELLED DEAD LOADS IN AIR'$$ Linear weight of jumper in AIR$MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.190 $ Linear weight of pipe + cable + fluid in air = 190kg/m$ 18 TO 75 FORCE Z GLOBAL UNIF W -0.0296 $ 13 anodes of 82.0kg in AIR on 36.0m -> 29.6kg/m$$ TERMINATION HEAD$JOINT LOAD 1 102 FOR Z -4.273 $ Termination Head 16 FOR Z -1.500 $ MFM 14 89 FOR Z -0.200 $ ROV PANEL/COVER$LOADING 'YOKE-AI' 'UNMODELLED LIFTING YOKE'$$ WEIGHT OF LIGTING YOKE IN AIR = 765kg$JOINT LOAD 1 102 FOR Z -0.765 $ LIFTING YOKE$$--------------------------$$ SPOOL IN WATER$$--------------------------$LOADING 'AD-SP-WA' 'SPOOL UNMODELLED DEAD LOADS IN WATER' $ $ Linear weight of jumper in WATER $ MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.119 $ linear weight of pipe + cable in water = 119kg/m$ 18 TO 75 FORCE Z GLOBAL UNIF W -0.0254 $ 13 anodes of 70.5kg in WATER on 36.0m -> 25.4kg/m $ $ TERMINATION HEAD $ JOINT LOAD 1 102 FOR Z -3.170 $ TH 16 FOR Z -1.000 $ MFM 14 89 FOR Z -0.172 $ ROV PANEL/COVER

Page 7

Lift_P214.txt $LOADING 'YOKE-WA' 'UNMODELLED LIFTING YOKE' $ $ WEIGHT OF LIGTING YOKE IN WATER = 662kg $ JOINT LOAD 1 102 FOR Z -0.662 $ LIFTING YOKE$$----------------------------------------------$$ TOTAL WEIGHT IN AIR$$----------------------------------------------$UNITS TON METER$$--------------------------$$ TOTAL SPOOL WEIGHT IN AIR (WITHOUT LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TEMP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00$PRECOMBINE 'TEMP-AI'RESET MASSGENERATE MASS FROM LOADING 'TEMP-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 19.714 * * POSITION OF THE C. OF G. : X= 13.484 Y= 14.953 Z= -12.924 *$--------------------------$$ TOTAL SPOOL WEIGHT IN AIR (WITH LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TW-SP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00 - 'YOKE-AI' 1.00$PRECOMBINE 'TW-SP-AI'RESET MASSGENERATE MASS FROM LOADING 'TW-SP-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 21.244 * * POSITION OF THE C. OF G. : X= 13.779 Y= 15.056 Z= -12.819 *$$--------------------------$$ TOTAL WEIGHT WITH CONTINGENCY IN AIR$$--------------------------$LOADING COMBINATION 'TW-AI' COMB - 'TW-SP-AI' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 1.07 - $ CONTINGENCY 7% 'UPSL-DW' 1.07 $ CONTINGENCY 7%PRECOMBINE 'TW-AI'RESET MASSGENERATE MASS FROM LOADING 'TW-AI'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 48.234 * * POSITION OF THE C. OF G. : X= 14.177 Y= 15.069 Z= -6.050 *$$$--------------------------$$ LOADING CASE WITH L.F = 1.1*1.3*1.35*1.05 = 2.0 IN AIR$$--------------------------$LOADING COMBINATION 'TW-DAF-A' COMB - 'TW-AI' 2.0$$----------------------------------------------$$ TOTAL WEIGHT IN WATER$$----------------------------------------------$$--------------------------$$ TOTAL SPOOL WEIGHT IN WATER (WITHOUT LIFTING YOKE)$

Page 8

Lift_P214.txt$--------------------------$LOADING COMBINATION 'TEMP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00$PRECOMBINE 'TEMP-WA'RESET MASSGENERATE MASS FROM LOADING 'TEMP-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 13.736 * * POSITION OF THE C. OF G. : X= 13.713 Y= 15.026 Z= -12.844 *$$--------------------------$$ TOTAL SPOOL WEIGHT IN WATER (WITH LIFTING YOKE)$$--------------------------$LOADING COMBINATION 'TW-SP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00 - 'YOKE-WA' 1.00$PRECOMBINE 'TW-SP-WA'RESET MASSGENERATE MASS FROM LOADING 'TW-SP-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 15.060 * * POSITION OF THE C. OF G. : X= 14.053 Y= 15.144 Z= -12.724 *$$--------------------------$$ TOTAL WEIGHT WITH CONTINGENCY IN WATER$$--------------------------$LOADING COMBINATION 'TW-WA' COMB - 'TW-SP-WA' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 0.930 - $ CONTINGENCY 7% => 1.07*(7850-1025)/7850 'UPSL-DW' 0.930 $ CONTINGENCY 7% => 1.07*(7850-1025)/7850$PRECOMBINE 'TW-WA'RESET MASSGENERATE MASS FROM LOADING 'TW-WA'PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 38.281 * * POSITION OF THE C. OF G. : X= 14.331 Y= 15.108 Z= -5.365 *$$$--------------------------$$ LOADING CASE WITH L.F = 1.1*1.3*1.35*1.05 = 1.84 IN WATER$$--------------------------$LOADING COMBINATION 'TW-DAF-W' COMB - 'TW-WA' 2.0$----------------------------------------------$$ BUCKLING PARAMETER$$----------------------------------------------$UNIT METER$$--------------------------$$ SPOOL$$--------------------------$PARAMETER 'KY' 1.00 MEMBER 'M-SPOOL'PARAMETER 'KZ' 1.00 MEMBER 'M-SPOOL'$PARAMETER 'LYR' 10.00 MEMBER 'M-SPOOL'PARAMETER 'LZR' 10.00 MEMBER 'M-SPOOL'$$----------------------------------------------$$ ANALYSIS$$----------------------------------------------$ACTIVE JOINT ALLACTIVE MEMBER ALL$

Page 9

Lift_P214.txtLOAD LIST ALL$STIFFNESS ANALYSIS$UNIT METER TON$$--------------------------$-- RESULTANT$--------------------------$LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W'LIST TOTAL NET FORCE

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Total Net Force at OriginLoading Force-x Force-y Force-z Moment-x Moment-y Moment-z TW-AI -0.00000 0.00000 48.23434 726.86600 -683.82926 0.00000TW-WA -0.00000 -0.00000 38.28061 578.34366 -548.58333 0.00000TW-DAF-A -0.00000 0.00000 96.46867 1453.73201 -1367.65851 0.00000TW-DAF-W -0.00000 -0.00000 76.56122 1156.68732 -1097.16666 0.00000



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 -0.01834 -0.01293 -0.00000 0.00000 0.00000 -0.0000028 -0.01877 -0.00825 0.00000 0.00000 -0.00000 0.0000031 -0.01900 -0.00687 -0.00000 0.00000 0.00000 -0.0000049 -0.01890 -0.00400 0.00000 -0.00000 -0.00000 -0.0000056 -0.01790 -0.00371 0.00000 -0.00000 -0.00000 0.0000070 -0.01878 -0.00267 -0.00000 0.00000 0.00000 -0.00000502 -0.01201 0.00814 0.00000 0.00000 -0.00000 0.00000501 -0.00205 -0.01173 0.00000 0.0 0.00000 0.000001007 -0.01622 0.00563 0.00000 0.00000 -0.00000 -0.000001017 -0.01620 0.00967 -0.00000 -0.00000 0.00000 -0.000002008 -0.01980 0.00637 -0.00000 0.00000 -0.00000 -0.000002018 -0.01977 0.01065 -0.00000 0.00000 -0.00000 -0.000009001 0.19776 0.00970 48.23434 Loading TW-WA ; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 0.01021 -0.00174 0.00000 -0.00000 -0.00000 0.0000028 0.01014 0.00126 -0.00000 -0.00000 0.00000 -0.0000031 0.01013 0.00190 0.00000 -0.00000 0.00000 0.0000049 0.00963 0.00186 0.00000 -0.00000 -0.00000 0.0000056 0.00711 0.00181 0.00000 0.00000 0.00000 -0.0000070 0.00494 0.00298 -0.00000 -0.00000 0.00000 0.00000502 0.00437 0.00816 0.00000 -0.00000 0.00000 0.00000501 0.01669 -0.00180 0.00000 -0.00000 0.0 -0.000001007 0.00126 0.00772 -0.00000 -0.00000 0.00000 -0.000001017 0.00128 0.00802 -0.00000 0.00000 0.00000 -0.000002008 0.00088 0.00830 -0.00000 -0.00000 -0.00000 -0.000002018 0.00090 0.00881 -0.00000 0.00000 0.00000 0.000009001 -0.07755 -0.04729 38.28061 Loading TW-DAF-A; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 -0.03668 -0.02586 -0.00000 0.00000 0.00000 -0.0000028 -0.03755 -0.01649 0.00000 0.00000 -0.00000 0.0000031 -0.03800 -0.01374 -0.00000 0.00000 0.00000 -0.0000049 -0.03781 -0.00800 0.00000 -0.00000 -0.00000 -0.0000056 -0.03579 -0.00742 0.00000 -0.00000 -0.00000 0.0000070 -0.03757 -0.00533 -0.00000 0.00000 0.00000 -0.00000502 -0.02402 0.01628 0.00000 0.00000 -0.00000 0.00000501 -0.00411 -0.02347 0.00000 0.0 0.00000 0.000001007 -0.03244 0.01126 0.00000 0.00000 -0.00000 -0.000001017 -0.03240 0.01934 -0.00000 -0.00000 0.00000 -0.000002008 -0.03959 0.01274 -0.00000 0.00000 -0.00000 -0.000002018 -0.03955 0.02131 -0.00000 0.00000 -0.00000 -0.000009001 0.39552 0.01939 96.46867 Loading TW-DAF-W; Title - Reactions at Support Joints in Joint Reference FrameJoint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z

Page 10

Lift_P214.txt 20 0.02041 -0.00348 0.00000 -0.00000 -0.00000 0.0000028 0.02028 0.00252 -0.00000 -0.00000 0.00000 -0.0000031 0.02025 0.00380 0.00000 -0.00000 0.00000 0.0000049 0.01925 0.00372 0.00000 -0.00000 -0.00000 0.0000056 0.01423 0.00363 0.00000 0.00000 0.00000 -0.0000070 0.00988 0.00597 -0.00000 -0.00000 0.00000 0.00000502 0.00874 0.01632 0.00000 -0.00000 0.00000 0.00000501 0.03338 -0.00359 0.00000 -0.00000 0.0 -0.000001007 0.00253 0.01544 -0.00000 -0.00000 0.00000 -0.000001017 0.00256 0.01603 -0.00000 0.00000 0.00000 -0.000002008 0.00177 0.01661 -0.00000 -0.00000 -0.00000 -0.000002018 0.00180 0.01762 -0.00000 0.00000 0.00000 0.000009001 -0.15509 -0.09458 76.56123



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.695 Active Space Truss Y Z Y Z9002 2008 9001 19.626 Active Space Truss Y Z Y Z9003 1017 9001 19.330 Active Space Truss Y Z Y Z9004 2018 9001 19.259 Active Space Truss Y Z Y Z



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -12.81378 -0.00000 -0.00000 9001 12.81378 0.00000 0.000009002 2008 -17.74414 -0.00000 -0.00000 9001 17.74414 0.00000 0.000009003 1017 -18.18363 0.00000 0.0 9001 18.18363 -0.00000 0.09004 2018 -13.86952 0.00000 -0.00000 9001 13.86952 -0.00000 0.00000 Loading TW-WA ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -10.18117 -0.00000 -0.00000 9001 10.18117 0.00000 0.000009002 2008 -13.82858 -0.00000 0.00000 9001 13.82858 0.00000 -0.000009003 1017 -14.35334 0.00000 0.0 9001 14.35334 -0.00000 0.09004 2018 -11.32267 -0.00000 -0.00000 9001 11.32267 0.00000 0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -25.62756 -0.00000 -0.00000 9001 25.62756 0.00000 0.000009002 2008 -35.48829 -0.00000 -0.00000 9001 35.48829 0.00000 0.000009003 1017 -36.36727 0.00000 0.0 9001 36.36727 -0.00000 0.09004 2018 -27.73903 0.00000 -0.00000 9001 27.73903 -0.00000 0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -20.36235 -0.00000 -0.00000 9001 20.36235 0.00000 0.000009002 2008 -27.65717 -0.00000 0.00000

Page 11

Lift_P214.txt 9001 27.65717 0.00000 -0.000009003 1017 -28.70668 0.00000 0.0 9001 28.70668 -0.00000 0.09004 2018 -22.64534 -0.00000 -0.00000 9001 22.64534 0.00000 0.00000



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Problem data from internal storage **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/Member Start End tion Start End Given Force Moment Force Moment 8001 501 3202 10.422 Active Space Truss Y Z Y Z8002 501 5004 10.123 Active Space Truss Y Z Y Z8003 20 4202 14.929 Active Space Truss Y Z Y Z8004 28 4202 15.046 Active Space Truss Y Z Y Z8005 31 4301 14.730 Active Space Truss Y Z Y Z8006 49 3402 15.170 Active Space Truss Y Z Y Z8007 56 3402 14.766 Active Space Truss Y Z Y Z8008 70 4303 14.131 Active Space Truss Y Z Y Z8009 502 2010 8.997 Active Space Truss Y Z Y Z8010 502 3303 9.281 Active Space Truss Y Z Y Z



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -2.96774 0.0 0.00000 3202 2.96774 0.0 -0.000008002 501 -4.06507 -0.00000 0.00000 5004 4.06507 0.00000 -0.000008003 20 -1.93986 0.00000 0.00000 4202 1.93986 -0.00000 -0.000008004 28 -2.13143 0.00000 0.0 4202 2.13143 -0.00000 0.08005 31 -1.14425 -0.00000 0.00000 4301 1.14425 0.00000 0.000008006 49 -1.67459 0.00000 0.00000 3402 1.67459 0.00000 -0.000008007 56 -1.46963 -0.00000 0.00000 3402 1.46963 0.00000 0.000008008 70 -1.54972 0.00000 0.0 4303 1.54972 -0.00000 0.08009 502 -3.70901 0.00000 0.00000 2010 3.70901 -0.00000 0.08010 502 -2.72245 0.00000 0.00000 3303 2.72245 0.00000 -0.00000 Loading TW-WA ; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -2.16784 0.0 -0.00000 3202 2.16784 0.0 0.000008002 501 -2.99342 -0.00000 0.00000 5004 2.99342 0.00000 -0.000008003 20 -1.47939 0.00000 -0.00000 4202 1.47939 -0.00000 0.000008004 28 -0.93690 0.00000 0.0 4202 0.93690 -0.00000 0.08005 31 -1.13790 -0.00000 0.00000 4301 1.13790 0.00000 0.000008006 49 -0.96912 -0.00000 0.00000 3402 0.96912 0.00000 0.000008007 56 -1.09537 -0.00000 0.00000 3402 1.09537 0.00000 0.000008008 70 -0.95488 0.00000 0.0 4303 0.95488 -0.00000 0.08009 502 -2.83536 0.00000 0.00000 2010 2.83536 -0.00000 0.08010 502 -1.99797 0.00000 0.00000 3303 1.99797 0.00000 -0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -5.93547 0.0 0.00000 3202 5.93547 0.0 -0.00000

Page 12

Lift_P214.txt8002 501 -8.13014 -0.00000 0.00000 5004 8.13014 0.00000 -0.000008003 20 -3.87972 0.00000 0.00000 4202 3.87972 -0.00000 -0.000008004 28 -4.26285 0.00000 0.0 4202 4.26285 -0.00000 0.08005 31 -2.28851 -0.00000 0.00000 4301 2.28851 0.00000 0.000008006 49 -3.34918 0.00000 0.00000 3402 3.34918 0.00000 -0.000008007 56 -2.93927 -0.00000 0.00000 3402 2.93927 0.00000 0.000008008 70 -3.09945 0.00000 0.0 4303 3.09945 -0.00000 0.08009 502 -7.41802 0.00000 0.00000 2010 7.41802 -0.00000 0.08010 502 -5.44490 0.00000 0.00000 3303 5.44490 0.00000 -0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference SystemMember Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -4.33568 0.0 -0.00000 3202 4.33568 0.0 0.000008002 501 -5.98683 -0.00000 0.00000 5004 5.98683 0.00000 -0.000008003 20 -2.95878 0.00000 -0.00000 4202 2.95878 -0.00000 0.000008004 28 -1.87380 0.00000 0.0 4202 1.87380 -0.00000 0.08005 31 -2.27581 -0.00000 0.00000 4301 2.27581 0.00000 0.000008006 49 -1.93825 -0.00000 0.00000 3402 1.93825 0.00000 0.000008007 56 -2.19073 -0.00000 0.00000 3402 2.19073 0.00000 0.000008008 70 -1.90977 0.00000 0.0 4303 1.90977 -0.00000 0.08009 502 -5.67072 0.00000 0.00000 2010 5.67072 -0.00000 0.08010 502 -3.99594 0.00000 0.00000 3303 3.99594 0.00000 -0.00000



*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 0.16222 -0.05630 -0.09618 -0.89740 -0.24450 -0.108451017 0.16199 -0.09669 0.12368 -0.99120 -0.97877 -0.208722008 0.19797 -0.06369 -0.19107 0.23483 -0.22899 -0.170772018 0.19774 -0.10653 0.04366 0.32562 -1.07348 -0.07182 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 0.16222 -0.05109 -0.11925 -0.89214 -0.31460 -0.059211002 0.16222 -0.05207 -0.11407 -0.89214 -0.31449 -0.059211003 0.16222 -0.05254 -0.11156 -0.89214 -0.31424 -0.059211004 0.16222 -0.05309 -0.10854 -0.89275 -0.31268 -0.059121005 0.16222 -0.05393 -0.10421 -0.89427 -0.30082 -0.066261006 0.16222 -0.05479 -0.10061 -0.89560 -0.28236 -0.079641008 0.16221 -0.05756 -0.09380 -0.89853 -0.22052 -0.128711009 0.16213 -0.07277 -0.07069 -0.90858 -0.39999 -0.149831010 0.16212 -0.07459 -0.06541 -0.90938 -0.44402 -0.138681011 0.16212 -0.07550 -0.06240 -0.91041 -0.46803 -0.132851012 0.16211 -0.07629 -0.05947 -0.91639 -0.49056 -0.127061013 0.16211 -0.07787 -0.05267 -0.91929 -0.54574 -0.114821014 0.16209 -0.07996 -0.03974 -0.92721 -0.68197 -0.088771015 0.16206 -0.08395 0.00802 -0.94887 -0.95537 -0.063511016 0.16204 -0.08605 0.03892 -0.96052 -1.03537 -0.077811018 0.16200 -0.09969 0.13634 -0.99621 -0.94702 -0.233071019 0.16201 -0.10580 0.15988 -1.00571 -0.95324 -0.234871020 0.16201 -0.10764 0.16738 -1.00745 -0.96467 -0.228211021 0.16201 -0.10903 0.17327 -1.00072 -0.96378 -0.225171022 0.16201 -0.11217 0.18671 -1.00072 -0.96256 -0.225171023 0.16201 -0.11689 0.20685 -1.00072 -0.96136 -0.225171024 0.16201 -0.12082 0.22363 -1.00072 -0.96124 -0.225172001 0.19796 -0.04740 -0.21341 0.23697 -0.30162 -0.216132002 0.19796 -0.05096 -0.20844 0.23697 -0.30151 -0.216132003 0.19796 -0.05268 -0.20604 0.23697 -0.30126 -0.216132004 0.19796 -0.05402 -0.20420 0.23903 -0.30044 -0.217412005 0.19796 -0.05683 -0.20034 0.23826 -0.29958 -0.218872006 0.19797 -0.06049 -0.19536 0.23653 -0.27630 -0.204462007 0.19797 -0.06224 -0.19300 0.23564 -0.25450 -0.189152009 0.19796 -0.06532 -0.18890 0.23376 -0.19715 -0.145307001 0.19788 -0.07158 -0.17658 0.22701 -0.26028 -0.073352010 0.19785 -0.07408 -0.16577 0.22375 -0.44516 -0.09319

Page 13

Lift_P214.txt2011 0.19784 -0.07478 -0.16240 0.22331 -0.47731 -0.099022012 0.19784 -0.07545 -0.15914 0.22292 -0.50744 -0.105582013 0.19784 -0.07610 -0.15595 0.22410 -0.53580 -0.111812014 0.19783 -0.07701 -0.15160 0.22644 -0.57077 -0.118772015 0.19778 -0.09354 -0.06309 0.27780 -1.09267 -0.176672016 0.19778 -0.09583 -0.04855 0.28444 -1.12251 -0.171272017 0.19777 -0.09986 -0.02042 0.29693 -1.15165 -0.153102019 0.19775 -0.10776 0.06832 0.33767 -1.02068 -0.044952020 0.19775 -0.10808 0.07609 0.34156 -1.01412 -0.044312021 0.19776 -0.10874 0.09110 0.34598 -1.01498 -0.050132022 0.19776 -0.10905 0.09729 0.34461 -1.01316 -0.051962023 0.19776 -0.10937 0.10347 0.34477 -1.01234 -0.051962024 0.19776 -0.11014 0.11848 0.34477 -1.01137 -0.051962025 0.19776 -0.11087 0.13259 0.34477 -1.01077 -0.051962026 0.19776 -0.11177 0.15023 0.34477 -1.01064 -0.051963201 0.17719 -0.10904 0.10144 -0.61788 -0.97890 -0.142703202 0.18206 -0.10905 0.08352 -0.36194 -0.98530 -0.129923203 0.18860 -0.10905 0.07440 -0.00302 -0.99464 -0.115143301 0.16328 -0.07549 -0.07028 -0.89364 -0.46926 -0.133063302 0.17721 -0.07547 -0.14630 -0.50651 -0.48403 -0.132233303 0.18745 -0.07545 -0.16947 -0.06948 -0.49512 -0.127443401 0.16777 -0.05258 -0.17409 -0.71712 -0.31075 -0.090153402 0.17419 -0.05261 -0.20807 -0.36399 -0.30791 -0.121323403 0.18511 -0.05265 -0.21774 0.06898 -0.30438 -0.167764103 0.19640 -0.11058 0.11800 0.34592 -1.01131 -0.051964201 0.16622 -0.08003 -0.07703 -0.94049 -0.44268 -0.129764202 0.17116 -0.08451 -0.09271 -0.72390 -0.60474 -0.128094203 0.17959 -0.09218 -0.07452 -0.25324 -0.96885 -0.116694204 0.18368 -0.09590 -0.04992 0.01006 -1.09808 -0.150524205 0.19211 -0.10357 0.01691 0.31554 -1.17899 -0.143804301 0.16948 -0.07037 -0.13383 -0.71864 -0.44883 -0.104624302 0.17939 -0.06470 -0.19833 -0.16316 -0.30925 -0.110404303 0.18934 -0.05898 -0.20814 0.18899 -0.24434 -0.163725001 0.19312 -0.08025 -0.14490 0.17015 -0.58577 -0.131505002 0.18559 -0.08689 -0.11673 -0.02483 -0.76256 -0.135635003 0.17414 -0.09695 0.01131 -0.74193 -1.11582 -0.089845004 0.17178 -0.09901 0.05365 -0.90700 -1.15165 -0.117956001 0.16951 -0.07792 -0.10061 -0.89560 -0.28236 -0.079646002 0.20510 -0.05438 -0.19536 0.23653 -0.27630 -0.204466003 0.18878 -0.11086 0.03892 -0.96052 -1.03537 -0.077816004 0.22677 -0.08848 -0.04855 0.28444 -1.12251 -0.17127 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 -0.01264 -0.07720 0.03426 -0.75343 0.39658 0.002211017 -0.01282 -0.08017 0.01412 -0.83623 -0.18203 -0.077072008 -0.00883 -0.08303 -0.05915 0.09718 0.41547 -0.046892018 -0.00901 -0.08808 -0.06863 0.17620 -0.25895 0.03291 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 -0.01264 -0.07985 0.06143 -0.74590 0.34307 0.041341002 -0.01264 -0.07917 0.05578 -0.74590 0.34317 0.041341003 -0.01264 -0.07884 0.05305 -0.74590 0.34338 0.041341004 -0.01264 -0.07844 0.04976 -0.74677 0.34454 0.041431005 -0.01264 -0.07787 0.04492 -0.74895 0.35353 0.035791006 -0.01264 -0.07747 0.04054 -0.75085 0.36760 0.025161008 -0.01265 -0.07728 0.02997 -0.75506 0.41482 -0.013941009 -0.01271 -0.08124 -0.00582 -0.76947 0.26242 -0.031941010 -0.01272 -0.08160 -0.00892 -0.77062 0.22661 -0.023231011 -0.01272 -0.08174 -0.01036 -0.77091 0.20737 -0.018671012 -0.01273 -0.08184 -0.01157 -0.77469 0.18935 -0.014141013 -0.01273 -0.08195 -0.01376 -0.77708 0.14692 -0.004311014 -0.01274 -0.08180 -0.01569 -0.78359 0.04195 0.016661015 -0.01277 -0.07995 -0.01138 -0.80141 -0.16931 0.037391016 -0.01278 -0.07890 -0.00505 -0.81099 -0.23095 0.026331018 -0.01282 -0.08138 0.01627 -0.84035 -0.15592 -0.096401019 -0.01280 -0.08400 0.01996 -0.84816 -0.15835 -0.098081020 -0.01280 -0.08477 0.02121 -0.84960 -0.16683 -0.092881021 -0.01280 -0.08533 0.02222 -0.84453 -0.16608 -0.090581022 -0.01280 -0.08660 0.02453 -0.84453 -0.16502 -0.090581023 -0.01280 -0.08849 0.02797 -0.84453 -0.16397 -0.090581024 -0.01280 -0.09008 0.03083 -0.84453 -0.16386 -0.090582001 -0.00883 -0.07695 -0.03090 0.09787 0.35946 -0.082582002 -0.00883 -0.07831 -0.03682 0.09787 0.35956 -0.082582003 -0.00883 -0.07896 -0.03968 0.09787 0.35977 -0.082582004 -0.00883 -0.07948 -0.04188 0.09964 0.36047 -0.083542005 -0.00883 -0.08057 -0.04645 0.09919 0.36128 -0.084592006 -0.00883 -0.08197 -0.05264 0.09817 0.37924 -0.073222007 -0.00883 -0.08258 -0.05599 0.09765 0.39595 -0.061242009 -0.00884 -0.08340 -0.06367 0.09655 0.43967 -0.027037001 -0.00890 -0.08260 -0.09303 0.09258 0.38402 0.028712010 -0.00892 -0.08183 -0.10318 0.09067 0.23594 0.012802011 -0.00893 -0.08175 -0.10483 0.09041 0.21032 0.008182012 -0.00893 -0.08170 -0.10615 0.09018 0.18631 0.003012013 -0.00893 -0.08169 -0.10721 0.09100 0.16378 -0.001972014 -0.00894 -0.08173 -0.10839 0.09297 0.13607 -0.007562015 -0.00898 -0.08609 -0.09775 0.13607 -0.27856 -0.053292016 -0.00898 -0.08677 -0.09392 0.14165 -0.30216 -0.048742017 -0.00899 -0.08781 -0.08609 0.15212 -0.32478 -0.033712019 -0.00900 -0.08692 -0.06317 0.18631 -0.21501 0.054872020 -0.00900 -0.08647 -0.06157 0.18958 -0.20936 0.055392021 -0.00900 -0.08566 -0.05850 0.19329 -0.20971 0.050632022 -0.00900 -0.08535 -0.05723 0.19225 -0.20816 0.049162023 -0.00900 -0.08505 -0.05596 0.19239 -0.20745 0.049162024 -0.00900 -0.08432 -0.05289 0.19239 -0.20661 0.049162025 -0.00900 -0.08364 -0.05001 0.19239 -0.20609 0.049162026 -0.00900 -0.08278 -0.04642 0.19239 -0.20598 0.049163201 -0.00817 -0.08534 -0.03948 -0.55095 -0.17897 -0.027093202 -0.00743 -0.08535 -0.05601 -0.35463 -0.18442 -0.016183203 -0.00688 -0.08535 -0.06706 -0.07834 -0.19238 -0.002843301 -0.01256 -0.08174 -0.01705 -0.75901 0.20671 -0.018663302 -0.01068 -0.08172 -0.08333 -0.46546 0.19882 -0.016613303 -0.00951 -0.08171 -0.10716 -0.13101 0.19289 -0.012733401 -0.01485 -0.07888 0.00059 -0.61072 0.34779 0.016263402 -0.01510 -0.07890 -0.02945 -0.35111 0.35137 -0.008683403 -0.01310 -0.07893 -0.04294 -0.03183 0.35583 -0.04521

Page 14

Lift_P214.txt4103 -0.00772 -0.08391 -0.05618 0.19339 -0.20656 0.049164201 -0.01221 -0.08235 -0.04307 -0.78003 0.21279 -0.018074202 -0.01159 -0.08296 -0.07654 -0.62675 0.09810 -0.013534203 -0.01113 -0.08348 -0.10389 -0.28278 -0.16926 -0.003974204 -0.01055 -0.08406 -0.10308 -0.07464 -0.27182 -0.032064205 -0.00864 -0.08587 -0.08387 0.16888 -0.33832 -0.026684301 -0.01225 -0.08135 -0.04619 -0.63236 0.22486 0.004314302 -0.01295 -0.08180 -0.06983 -0.19002 0.35179 0.000464303 -0.01163 -0.08108 -0.05684 0.07064 0.40407 -0.041305001 -0.00935 -0.08202 -0.11509 0.04507 0.12300 -0.016815002 -0.01049 -0.08296 -0.11669 -0.10944 -0.01468 -0.019325003 -0.01023 -0.08258 -0.06367 -0.65050 -0.28042 0.016175004 -0.01008 -0.08242 -0.04117 -0.77487 -0.30775 -0.005696001 -0.02214 -0.09686 0.04054 -0.75085 0.36760 0.025166002 -0.01863 -0.07944 -0.05264 0.09817 0.37924 -0.073226003 -0.00682 -0.09985 -0.00505 -0.81099 -0.23095 0.026336004 -0.00118 -0.08311 -0.09392 0.14165 -0.30216 -0.04874


$$--------------------------$-- SPOOL DISPLACEMENTS$--------------------------$LOAD LIST 'TW-AI' 'TW-WA'PRINT JOINT DISP JOINT 'J-SPOOL'

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-** Results after latest analysis **-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAMEActive Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 20 0.18342 0.12928 -0.08768 0.54682 -0.57250 0.4123828 0.18773 0.08246 -0.10368 0.60612 -0.18795 0.3187431 0.19002 0.06870 -0.13576 0.69744 -0.92217 0.2787849 0.18904 0.04002 -0.22938 0.59604 -0.31563 0.1894256 0.17896 0.03709 -0.19439 0.14777 0.16950 -0.0254370 0.18785 0.02667 -0.21056 0.12258 0.58083 -0.32216502 0.12011 -0.08138 -0.17089 0.58471 -1.36995 -0.57854501 0.02054 0.11733 0.06401 0.65607 -2.63203 0.45044 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 0.11808 0.14162 0.06397 0.65957 -2.65164 0.450442 0.11834 0.13695 0.03600 0.66235 -2.64493 0.450073 0.11859 0.13228 0.00845 0.65987 -2.57152 0.448964 0.11889 0.12708 -0.02100 0.65090 -2.41061 0.446835 0.11913 0.12299 -0.04265 0.63923 -2.22526 0.444506 0.11944 0.12245 -0.04581 0.63708 -2.19246 0.444107 0.12026 0.12208 -0.04878 0.63486 -2.15906 0.443708 0.12154 0.12190 -0.05153 0.63256 -2.12469 0.443299 0.12326 0.12189 -0.05398 0.63016 -2.08931 0.4428610 0.12533 0.12207 -0.05608 0.62768 -2.05314 0.4424011 0.12766 0.12243 -0.05774 0.62516 -2.01654 0.4419112 0.13019 0.12295 -0.05895 0.62262 -1.97959 0.4413813 0.13282 0.12362 -0.05968 0.62008 -1.94241 0.4408114 0.13551 0.12443 -0.05994 0.61753 -1.90476 0.4402415 0.14922 0.12906 -0.06000 0.60418 -1.70262 0.4369916 0.16141 0.13359 -0.06004 0.59154 -1.50442 0.4337417 0.17211 0.13803 -0.06009 0.57961 -1.31025 0.4304818 0.18135 0.14238 -0.06012 0.56842 -1.12020 0.4272419 0.18241 0.13619 -0.07531 0.55273 -0.79340 0.4212121 0.18431 0.12253 -0.09714 0.54611 -0.41697 0.4021922 0.18503 0.11635 -0.10329 0.54341 -0.24466 0.3920923 0.18565 0.11009 -0.10665 0.54074 -0.06661 0.3810224 0.18628 0.10233 -0.10691 0.54120 0.11310 0.3659725 0.18654 0.09840 -0.10574 0.54469 0.16625 0.3577026 0.18690 0.09286 -0.10349 0.55559 0.16958 0.3452527 0.18727 0.08754 -0.10209 0.57534 0.06070 0.3322629 0.18835 0.07763 -0.11020 0.64021 -0.47884 0.3051030 0.18913 0.07304 -0.12113 0.66992 -0.71436 0.2917932 0.19101 0.06458 -0.15350 0.71943 -1.06000 0.2664533 0.19204 0.06067 -0.17259 0.73255 -1.08569 0.2551434 0.19304 0.05695 -0.19137 0.73897 -1.02682 0.2448635 0.19397 0.05340 -0.20865 0.74088 -0.91097 0.2356036 0.19480 0.04999 -0.22369 0.74043 -0.76582 0.2273837 0.19554 0.04671 -0.23625 0.73983 -0.61889 0.2201838 0.19617 0.04354 -0.24651 0.74121 -0.49784 0.2140139 0.19619 0.04328 -0.24719 0.74129 -0.48976 0.2135340 0.19615 0.04301 -0.24767 0.74100 -0.48213 0.2130541 0.19605 0.04274 -0.24793 0.74033 -0.47469 0.2125542 0.19590 0.04248 -0.24797 0.73929 -0.46737 0.2120543 0.19569 0.04223 -0.24779 0.73793 -0.46010 0.2115344 0.19545 0.04202 -0.24740 0.73629 -0.45290 0.2109945 0.19517 0.04183 -0.24682 0.73441 -0.44574 0.2104346 0.19486 0.04168 -0.24607 0.73230 -0.43861 0.2098447 0.19454 0.04157 -0.24516 0.72995 -0.43149 0.2092048 0.19141 0.04074 -0.23593 0.67921 -0.36471 0.2000750 0.18584 0.03933 -0.22104 0.46981 -0.23862 0.1670451 0.18355 0.03879 -0.21534 0.40882 -0.17177 0.1445452 0.18164 0.03831 -0.21022 0.37043 -0.10291 0.1182253 0.18017 0.03789 -0.20547 0.33989 -0.03320 0.0880654 0.17920 0.03754 -0.20108 0.30243 0.03623 0.0540655 0.17878 0.03726 -0.19726 0.24331 0.10418 0.0162357 0.17978 0.03706 -0.19285 0.05977 0.23563 -0.0702458 0.18191 0.03716 -0.19187 0.02006 0.32915 -0.1331459 0.18351 0.03726 -0.19143 0.02353 0.37935 -0.1672360 0.18378 0.03725 -0.19140 0.02517 0.38700 -0.1724461 0.18406 0.03721 -0.19146 0.02725 0.39455 -0.1775862 0.18435 0.03712 -0.19161 0.02976 0.40196 -0.18271

Page 15

Lift_P214.txt63 0.18463 0.03698 -0.19186 0.03265 0.40920 -0.1878764 0.18489 0.03681 -0.19219 0.03581 0.41613 -0.1930065 0.18513 0.03659 -0.19261 0.03916 0.42272 -0.1981466 0.18533 0.03635 -0.19309 0.04257 0.42893 -0.2032467 0.18549 0.03608 -0.19363 0.04593 0.43480 -0.2083368 0.18559 0.03578 -0.19422 0.04921 0.44046 -0.2134869 0.18640 0.03265 -0.20016 0.07885 0.49024 -0.2593271 0.18834 0.02462 -0.21407 0.13581 0.60527 -0.3393172 0.18944 0.01983 -0.22180 0.16873 0.59942 -0.3736073 0.19031 0.01567 -0.22759 0.19877 0.54409 -0.3983274 0.19151 0.00891 -0.23469 0.24899 0.39143 -0.4310275 0.19234 0.00286 -0.23838 0.29431 0.21471 -0.4541576 0.19295 -0.00352 -0.23952 0.34177 0.00651 -0.4735577 0.19299 -0.00419 -0.23948 0.34645 -0.01515 -0.4752278 0.19303 -0.00490 -0.23942 0.35101 -0.03687 -0.4767979 0.19304 -0.00564 -0.23934 0.35544 -0.05866 -0.4783180 0.19302 -0.00640 -0.23924 0.35976 -0.08069 -0.4798281 0.19297 -0.00716 -0.23913 0.36396 -0.10283 -0.4813782 0.19288 -0.00788 -0.23903 0.36806 -0.12502 -0.4829783 0.19275 -0.00857 -0.23894 0.37208 -0.14725 -0.4846584 0.19257 -0.00920 -0.23888 0.37606 -0.16950 -0.4864385 0.19234 -0.00975 -0.23885 0.38005 -0.19193 -0.4883286 0.19004 -0.01333 -0.23874 0.40633 -0.34402 -0.5014387 0.18642 -0.01714 -0.23857 0.43094 -0.49601 -0.5144788 0.18149 -0.02117 -0.23834 0.45386 -0.64776 -0.5274589 0.17525 -0.02538 -0.23806 0.47510 -0.79916 -0.5403690 0.17416 -0.02612 -0.23791 0.47825 -0.82285 -0.5423491 0.17311 -0.02695 -0.23757 0.48128 -0.84623 -0.5442292 0.17210 -0.02786 -0.23703 0.48425 -0.86945 -0.5459993 0.17118 -0.02882 -0.23630 0.48720 -0.89249 -0.5476694 0.17037 -0.02981 -0.23538 0.49013 -0.91529 -0.5492595 0.16972 -0.03080 -0.23430 0.49307 -0.93774 -0.5507596 0.16924 -0.03175 -0.23310 0.49603 -0.95967 -0.5521897 0.16896 -0.03263 -0.23179 0.49901 -0.98115 -0.5535698 0.16890 -0.03344 -0.23040 0.50206 -1.00241 -0.5549599 0.16946 -0.04127 -0.21452 0.53105 -1.18874 -0.56704100 0.16982 -0.04650 -0.20282 0.54739 -1.27650 -0.57265101 0.17029 -0.05316 -0.18715 0.56472 -1.34590 -0.57707102 0.17075 -0.05984 -0.17093 0.57843 -1.36943 -0.57854 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 20 -0.10207 0.01741 -0.10323 0.28368 0.05119 0.2813128 -0.10141 -0.01259 -0.05778 0.33167 0.43166 0.1720831 -0.10127 -0.01901 -0.04793 0.39564 -0.00119 0.1087449 -0.09625 -0.01860 -0.04448 0.37616 0.30235 -0.1572156 -0.07113 -0.01815 -0.01947 0.01769 0.68167 -0.2824070 -0.04942 -0.02984 -0.05841 -0.11856 0.96528 -0.34925502 -0.04370 -0.08161 -0.10751 0.05398 -0.38479 -0.40430501 -0.16692 0.01797 -0.04741 0.33228 -1.14235 0.31398 Joint Displacements at Free Joints in Joint Reference FrameJoint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 -0.12450 0.03029 -0.04744 0.33523 -1.15857 0.313982 -0.12429 0.02703 -0.05973 0.33814 -1.15945 0.313663 -0.12408 0.02379 -0.07182 0.33771 -1.11804 0.312704 -0.12385 0.02017 -0.08454 0.33331 -1.02176 0.310885 -0.12366 0.01734 -0.09361 0.32692 -0.90877 0.308886 -0.12352 0.01694 -0.09491 0.32571 -0.88867 0.308547 -0.12318 0.01665 -0.09611 0.32445 -0.86818 0.308198 -0.12265 0.01645 -0.09722 0.32313 -0.84709 0.307849 -0.12195 0.01636 -0.09820 0.32175 -0.82537 0.3074710 -0.12113 0.01637 -0.09903 0.32032 -0.80317 0.3070711 -0.12021 0.01649 -0.09969 0.31886 -0.78071 0.3066512 -0.11923 0.01670 -0.10016 0.31740 -0.75805 0.3062013 -0.11823 0.01702 -0.10044 0.31593 -0.73528 0.3057114 -0.11721 0.01742 -0.10053 0.31448 -0.71223 0.3052215 -0.11227 0.01977 -0.10056 0.30697 -0.58900 0.3024316 -0.10825 0.02207 -0.10057 0.30007 -0.46906 0.2996417 -0.10513 0.02432 -0.10058 0.29377 -0.35247 0.2968518 -0.10288 0.02652 -0.10059 0.28809 -0.23926 0.2940719 -0.10245 0.02221 -0.10305 0.28201 -0.05269 0.2889021 -0.10174 0.01277 -0.10225 0.28854 0.11533 0.2720922 -0.10149 0.00857 -0.10001 0.29065 0.20762 0.2620923 -0.10131 0.00438 -0.09592 0.29177 0.31809 0.2502724 -0.10121 -0.00069 -0.08793 0.29402 0.45071 0.2330325 -0.10121 -0.00320 -0.08267 0.29656 0.50357 0.2230526 -0.10126 -0.00662 -0.07420 0.30311 0.54443 0.2074127 -0.10134 -0.00976 -0.06553 0.31434 0.52650 0.1904229 -0.10142 -0.01509 -0.05214 0.35221 0.29669 0.1523730 -0.10138 -0.01724 -0.04879 0.37305 0.15848 0.1312632 -0.10110 -0.02038 -0.04972 0.41593 -0.13105 0.0848033 -0.10090 -0.02132 -0.05301 0.42991 -0.17994 0.0593834 -0.10073 -0.02182 -0.05656 0.43899 -0.16599 0.0324835 -0.10061 -0.02185 -0.05950 0.44462 -0.10735 0.0041136 -0.10058 -0.02139 -0.06120 0.44821 -0.02219 -0.0257337 -0.10065 -0.02041 -0.06138 0.45121 0.07136 -0.0570538 -0.10082 -0.01890 -0.06005 0.45502 0.15514 -0.0898439 -0.10083 -0.01875 -0.05982 0.45528 0.16112 -0.0926540 -0.10081 -0.01861 -0.05948 0.45529 0.16685 -0.0954441 -0.10076 -0.01848 -0.05904 0.45503 0.17252 -0.0982342 -0.10069 -0.01836 -0.05850 0.45452 0.17816 -0.1010143 -0.10060 -0.01826 -0.05790 0.45382 0.18384 -0.1037944 -0.10047 -0.01819 -0.05725 0.45296 0.18953 -0.1065345 -0.10033 -0.01814 -0.05657 0.45198 0.19525 -0.1092346 -0.10018 -0.01812 -0.05589 0.45091 0.20099 -0.1119247 -0.10000 -0.01813 -0.05522 0.44975 0.20678 -0.1145948 -0.09807 -0.01838 -0.04899 0.42274 0.26162 -0.1394250 -0.09315 -0.01867 -0.03849 0.30357 0.36571 -0.1832351 -0.09018 -0.01871 -0.03422 0.26560 0.41935 -0.2030452 -0.08691 -0.01870 -0.03034 0.23670 0.47361 -0.2215453 -0.08335 -0.01864 -0.02678 0.20716 0.52773 -0.2387254 -0.07952 -0.01854 -0.02362 0.16727 0.58097 -0.2545955 -0.07544 -0.01839 -0.02107 0.10735 0.63253 -0.2691557 -0.06660 -0.01782 -0.01912 -0.06768 0.73109 -0.2946558 -0.06031 -0.01727 -0.01985 -0.12320 0.80074 -0.3098059 -0.05693 -0.01697 -0.02045 -0.13303 0.83809 -0.31715

Page 16

Lift_P214.txt60 -0.05641 -0.01696 -0.02065 -0.13358 0.84375 -0.3182261 -0.05588 -0.01703 -0.02104 -0.13375 0.84927 -0.3192662 -0.05535 -0.01716 -0.02162 -0.13361 0.85462 -0.3202863 -0.05485 -0.01737 -0.02238 -0.13320 0.85978 -0.3213064 -0.05438 -0.01763 -0.02329 -0.13262 0.86467 -0.3223265 -0.05396 -0.01795 -0.02432 -0.13194 0.86928 -0.3233466 -0.05361 -0.01832 -0.02545 -0.13124 0.87359 -0.3243667 -0.05333 -0.01872 -0.02665 -0.13059 0.87766 -0.3253968 -0.05313 -0.01915 -0.02788 -0.13005 0.88158 -0.3264469 -0.05170 -0.02327 -0.03961 -0.12543 0.91408 -0.3359571 -0.04871 -0.03188 -0.06429 -0.11626 0.97743 -0.3529372 -0.04716 -0.03634 -0.07701 -0.10836 0.96562 -0.3602973 -0.04595 -0.03998 -0.08687 -0.09952 0.92335 -0.3656074 -0.04422 -0.04557 -0.10053 -0.08278 0.81492 -0.3726275 -0.04292 -0.05033 -0.11037 -0.06642 0.69275 -0.3775976 -0.04178 -0.05516 -0.11848 -0.04855 0.55055 -0.3817677 -0.04162 -0.05563 -0.11916 -0.04675 0.53583 -0.3821278 -0.04137 -0.05607 -0.11980 -0.04498 0.52107 -0.3824579 -0.04103 -0.05646 -0.12038 -0.04323 0.50628 -0.3827880 -0.04061 -0.05682 -0.12088 -0.04150 0.49133 -0.3831081 -0.04014 -0.05711 -0.12131 -0.03979 0.47632 -0.3834482 -0.03963 -0.05735 -0.12165 -0.03810 0.46128 -0.3837883 -0.03909 -0.05751 -0.12189 -0.03643 0.44620 -0.3841484 -0.03854 -0.05761 -0.12205 -0.03476 0.43112 -0.3845385 -0.03800 -0.05762 -0.12211 -0.03309 0.41590 -0.3849386 -0.03484 -0.05753 -0.12225 -0.02188 0.31257 -0.3877487 -0.03258 -0.05753 -0.12235 -0.01102 0.20901 -0.3905488 -0.03120 -0.05762 -0.12240 -0.00050 0.10534 -0.3933389 -0.03073 -0.05781 -0.12242 0.00967 0.00160 -0.3961190 -0.03073 -0.05789 -0.12242 0.01122 -0.01466 -0.3965491 -0.03075 -0.05806 -0.12241 0.01274 -0.03071 -0.3969492 -0.03078 -0.05832 -0.12239 0.01424 -0.04664 -0.3973293 -0.03081 -0.05865 -0.12234 0.01573 -0.06246 -0.3976794 -0.03085 -0.05905 -0.12227 0.01721 -0.07810 -0.3980195 -0.03088 -0.05951 -0.12217 0.01867 -0.09350 -0.3983496 -0.03090 -0.06001 -0.12205 0.02012 -0.10854 -0.3986497 -0.03090 -0.06053 -0.12189 0.02156 -0.12326 -0.3989498 -0.03087 -0.06107 -0.12171 0.02300 -0.13783 -0.3992499 -0.03044 -0.06664 -0.11882 0.03608 -0.26495 -0.40183100 -0.03017 -0.07032 -0.11607 0.04279 -0.32439 -0.40304101 -0.02982 -0.07498 -0.11198 0.04899 -0.37082 -0.40399102 -0.02946 -0.07963 -0.10754 0.05270 -0.38553 -0.40430


$----------------------------------------------$$ API CHECK WITH DAF = 2.00$$----------------------------------------------$UNITS METER TON DEGREE SECOND$LOAD LIST 'TW-DAF-A' 'TW-DAF-W'$INACTIVE MEMBER ALLACTIVATE MEMBER 'M-SPOOL'$INIT REPORT 'API-SPOO' API MEMBER MIN 0.250 'API SPOOL MEMBER CHECK'API LO 0.65 WSD NS 11 MEMBER OPERATING****************************************************************************************************************************** ** Code checking of members according to API RP 2A-WSD 21th edition. December 2000. ** ** Type of loading is : operating. Alpha : 1.000 ** Output results for the members with a ratio > 0.650 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 4 START 4 END 5 TYPE TUBE LENGTH 0.524 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.002 0.551 0.007 0.553 0.053 0.553 * * 1.000 NORMALIZED RATIO 0.002 0.723 0.009 0.725 0.050 0.725 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 45.558 24788.200 314.620 908.411 * * LOADING TW-DAF-A 0.315 6.092 0.077 2.667 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 5 START 5 END 6 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.724 0.005 0.726 0.048 0.726 * * 1.000 NORMALIZED RATIO 0.003 0.748 0.005 0.751 0.047 0.751 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 78.575 25645.380 172.414 860.615 * * LOADING TW-DAF-A 0.544 6.302 0.042 2.597 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * *

Page 17

Lift_P214.txt* MEMBER 6 START 6 END 7 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.005 0.749 0.004 0.754 0.044 0.754 * * 1.000 NORMALIZED RATIO 0.005 0.772 0.004 0.777 0.043 0.777 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 142.167 26435.032 145.982 792.372 * * LOADING TW-DAF-A 0.983 6.496 -0.036 2.430 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 7 START 7 END 8 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.007 0.771 0.013 0.779 0.039 0.779 * * 1.000 NORMALIZED RATIO 0.007 0.792 0.014 0.800 0.038 0.800 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 198.160 27145.350 469.288 700.674 * * LOADING TW-DAF-A 1.371 6.671 -0.115 2.197 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 8 START 8 END 9 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.792 0.023 0.802 0.032 0.802 * * 1.000 NORMALIZED RATIO 0.009 0.810 0.023 0.820 0.032 0.820 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 247.991 27757.351 798.981 579.063 * * LOADING TW-DAF-A 1.715 6.821 -0.196 1.897 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 9 START 9 END 10 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.011 0.810 0.032 0.821 0.025 0.821 * * 1.000 NORMALIZED RATIO 0.011 0.825 0.032 0.836 0.025 0.836 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 288.255 28254.132 1107.178 458.787 * * LOADING TW-DAF-A 1.994 6.943 -0.272 1.549 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 10 START 10 END 11 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.012 0.824 0.040 0.837 0.022 0.837 * * 1.000 NORMALIZED RATIO 0.012 0.835 0.040 0.848 0.022 0.848 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 319.081 28620.156 1385.749 394.433 * * LOADING TW-DAF-A 2.207 7.033 -0.341 1.159 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 11 START 11 END 12 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.013 0.835 0.047 0.849 0.018 0.849 * * 1.000 NORMALIZED RATIO 0.012 0.842 0.047 0.856 0.018 0.856 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 338.939 28851.740 1614.673 325.222 * * LOADING TW-DAF-A 2.345 7.090 -0.397 0.748 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 12 START 12 END 13 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.013 0.842 0.052 0.856 0.014 0.856 * * 1.000 NORMALIZED RATIO 0.013 0.845 0.052 0.859 0.014 0.859 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 348.019 28946.128 1787.483 254.215 * * LOADING TW-DAF-A 2.407 7.113 -0.439 0.323 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 13 START 13 END 14 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * *

Page 18

Lift_P214.txt* PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.013 0.845 0.056 0.859 0.010 0.859 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 350.796 28938.525 1911.534 176.654 * * LOADING TW-DAF-A 2.427 7.112 -0.470 0.108 OPERATING * * * * 1.000 NORMALIZED RATIO 0.013 0.844 0.055 0.858 0.010 0.858 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 14 START 14 END 15 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.010 0.844 0.057 0.856 0.015 0.856 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 281.545 28901.227 1939.574 276.805 * * LOADING TW-DAF-A 1.948 7.102 -0.477 0.319 OPERATING * * * * 1.000 NORMALIZED RATIO 0.009 0.827 0.054 0.838 0.015 0.838 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 15 START 15 END 16 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.827 0.054 0.838 0.015 0.838 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 255.914 28344.266 1838.835 276.825 * * LOADING TW-DAF-A 1.770 6.966 -0.452 0.320 OPERATING * * * * 1.000 NORMALIZED RATIO 0.008 0.811 0.051 0.821 0.015 0.821 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 16 START 16 END 17 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.072 0.811 0.051 0.885 0.015 0.885 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -233.730 -2.778+04 -1737.764 280.710 * * LOADING TW-DAF-A -1.617 6.828 -0.427 0.333 OPERATING * * * * 1.000 NORMALIZED RATIO 0.080 0.794 0.048 0.876 0.015 0.876 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 17 START 17 END 18 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.080 0.794 0.048 0.876 0.015 0.876 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -259.339 -2.720+04 -1635.402 277.808 * * LOADING TW-DAF-A -1.794 6.685 -0.402 0.334 OPERATING * * * * 1.000 NORMALIZED RATIO 0.088 0.777 0.045 0.866 0.015 0.866 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 18 START 18 END 19 TYPE TUBE LENGTH 0.883 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.001 0.778 0.009 0.779 0.046 0.779 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 36.278 26657.854 310.665 847.000 * * LOADING TW-DAF-A 0.251 6.551 0.076 1.983 OPERATING * * * * 1.000 NORMALIZED RATIO 0.001 0.548 0.013 0.550 0.053 0.550 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 27 START 27 END 28 TYPE TUBE LENGTH 0.963 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.040 0.328 0.027 0.369 0.051 0.369 * * 1.000 NORMALIZED RATIO 0.040 0.616 0.028 0.657 0.058 0.657 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -130.896 -2.111+04 -971.755 1067.223 * * LOADING TW-DAF-A -0.905 -5.188 0.239 2.744 OPERATING * * * *****************************************************************************************************************************

Page 19

Lift_P214.txt****************************************************************************************************************************** ** 101 members were checked. ** ** 101 members passed code check. ** ** 0 members failed code check. ** ** 0 members with an error status. ** ******************************************************************************************************************************PRINT REPORT 'API-SPOO'

******************************************************************************************************************************* ** SUMMARY OF API RATIOS FOR MEMBERS ** ******************************************************************************************************************************** ** REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 1/ 3 ** ** API SPOOL MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 16 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.885 CB ** 17 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.876 CB ** 13 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.859 CB ** 12 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.859 CB ** 11 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.856 CB ** 14 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.856 CB ** 10 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.848 CB ** 15 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.838 CB ** 9 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.836 CB ** 8 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.820 CB ** 7 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.800 CB ** 18 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.779 CB ** 6 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.777 CB ** 5 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.751 CB ** 4 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.725 CB ** 27 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.657 CB ** 28 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.618 CB ** 83 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.575 CB ** 82 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.575 CB ** 84 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.574 CB ** 81 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.574 CB ** 85 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.572 CB ** 80 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.572 CB ** 79 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.568 CB ** 78 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.563 CB ** 86 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.562 CB ** 87 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.559 CB ** 89 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.559 CB ** 88 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.558 CB ** 90 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.558 CB ** 77 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.557 CB ** 91 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.555 CB ** 3 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.553 CB ** 92 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.550 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 2/ 3 ** ** API SPOOL MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 76 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.550 CB ** 19 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.550 CB ** 93 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.544 CB ** 75 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.544 CB ** 94 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.536 CB ** 95 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.526 CB ** 96 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.515 CB ** 97 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.503 CB ** 98 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.491 CB ** 29 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.488 CB ** 74 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.486 CB ** 30 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.410 CB ** 73 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.398 CB ** 31 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.384 CB ** 22 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.372 CB ** 21 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.372 CB ** 26 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.369 CB ** 99 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.355 CB ** 20 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.349 CB ** 23 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.344 CB ** 49 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.332 CB ** 2 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.326 CB ** 55 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.308 CB ** 48 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.301 CB ** 56 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.293 CB ** 36 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.100 * 0.282 CB ** 35 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.282 CB ** 37 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.259 CB ** 100 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.255 CB ** 72 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.255 CB ** 34 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.253 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 3/ 3 ** ** API SPOOL MEMBER CHECK ** ******************************************************************************************************************************** ** TOTAL OF 65 MEMBERS WERE CHECKED ** *

Page 20

Lift_P214.txt* 0 MEMBERS WITH AN ERROR STATUS ** 0 MEMBERS FAILED CODE CHECK ** 65 MEMBERS PASSED CODE CHECK ** *******************************************************************************************************************************

$$INACTIVE MEMBER ALLACTIVATE MEMBER 'M-FRAME'$INIT REPORT 'API-FRAM' API MEMBER MIN 0.250 'API SPREADER MEMBER CHECK'API LO 0.65 WSD NS 11 MEMBER OPERATING****************************************************************************************************************************** ** Code checking of members according to API RP 2A-WSD 21th edition. December 2000. ** ** Type of loading is : operating. Alpha : 1.000 ** Output results for the members with a ratio > 0.650 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 1008 START 1008 END 1009 TYPE TUBE LENGTH 5.300 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.300 KZ 1.000 LZR (M) 5.300 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 30.256 30.256 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.032 0.227 0.217 0.346 0.096 0.346 * * 1.000 NORMALIZED RATIO 0.032 0.680 0.161 0.731 0.084 0.731 * * ALLOWABLE STRESS -1.989+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -642.299 -1.794+04 -4239.016 1240.420 * * LOADING TW-DAF-A -12.693 -42.821 10.120 10.861 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1013 START 1013 END 1014 TYPE TUBE LENGTH 1.200 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.200 KZ 1.000 LZR (M) 1.200 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 6.850 6.850 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.021 0.854 0.180 0.894 0.075 0.894 * * ALLOWABLE STRESS -2.167+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -462.034 -2.253+04 -4741.909 1103.530 * * LOADING TW-DAF-A -9.131 -53.779 11.321 6.048 OPERATING * * * * 1.000 NORMALIZED RATIO 0.021 0.748 0.127 0.780 0.078 0.780 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1014 START 1014 END 1015 TYPE TUBE LENGTH 3.283 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.283 KZ 1.000 LZR (M) 3.283 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 18.742 18.742 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.022 0.748 0.127 0.781 0.078 0.781 * * ALLOWABLE STRESS -2.086+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -462.034 -1.973+04 -3344.569 1139.601 * * LOADING TW-DAF-A -9.131 -47.095 7.985 6.404 OPERATING * * * * 1.000 NORMALIZED RATIO 0.022 0.419 0.018 0.441 0.084 0.441 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 7001 START 7001 END 2010 TYPE TUBE LENGTH 1.820 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.820 KZ 1.000 LZR (M) 1.820 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 10.390 10.390 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.038 0.529 0.008 0.567 0.106 0.567 * * 1.000 NORMALIZED RATIO 0.038 0.903 0.146 0.953 0.102 0.953 * * ALLOWABLE STRESS -2.145+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -818.182 -2.382+04 -3842.519 1501.536 * * LOADING TW-DAF-A -16.169 -56.868 -9.174 13.521 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2014 START 2014 END 2015 TYPE TUBE LENGTH 5.800 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.800 KZ 1.000 LZR (M) 5.800 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 33.110 33.110 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.018 0.916 0.178 0.951 0.086 0.951 * * ALLOWABLE STRESS -1.963+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -354.870 -2.416+04 -4694.780 1259.665 * * LOADING TW-DAF-A -7.013 -57.673 -11.208 5.928 OPERATING * * * * 1.000 NORMALIZED RATIO 0.018 0.325 0.037 0.346 0.098 0.346 * * * ***************************************************************************************************************************** *****************************************************************************************************************************

Page 21

Lift_P214.txt* * * MEMBER 3201 START 1021 END 3201 TYPE TUBE LENGTH 4.900 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.900 KZ 1.000 LZR (M) 4.900 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 31.058 31.058 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.262 0.155 0.311 0.056 0.311 * * 1.000 NORMALIZED RATIO 0.006 0.713 0.060 0.721 0.045 0.721 * * ALLOWABLE STRESS -1.982+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -118.261 -1.870+04 -1564.407 663.672 * * LOADING TW-DAF-A -1.840 -31.669 2.650 3.553 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3202 START 3201 END 3202 TYPE TUBE LENGTH 2.073 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.073 KZ 1.000 LZR (M) 2.073 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 13.139 13.139 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.713 0.060 0.721 0.045 0.721 * * 1.000 NORMALIZED RATIO 0.006 0.861 0.019 0.866 0.041 0.866 * * ALLOWABLE STRESS -2.127+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -118.261 -2.258+04 -501.033 596.510 * * LOADING TW-DAF-A -1.840 -38.249 0.849 3.030 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3203 START 3202 END 3203 TYPE TUBE LENGTH 3.027 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.027 KZ 1.000 LZR (M) 3.027 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 19.186 19.186 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.002 0.861 0.019 0.863 0.038 0.863 * * ALLOWABLE STRESS -2.083+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -36.698 -2.258+04 -501.033 565.231 * * LOADING TW-DAF-A -0.571 -38.249 0.849 2.787 OPERATING * * * * 1.000 NORMALIZED RATIO 0.002 0.645 0.043 0.649 0.045 0.649 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3303 START 3302 END 3303 TYPE TUBE LENGTH 4.505 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.505 KZ 1.000 LZR (M) 4.505 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 28.554 28.554 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.007 0.557 0.004 0.565 0.025 0.565 * * 1.000 NORMALIZED RATIO 0.007 0.662 0.009 0.670 0.015 0.670 * * ALLOWABLE STRESS 22025.871 26238.342 26238.342 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 163.513 17377.383 244.841 222.964 * * LOADING TW-DAF-A 2.544 -29.434 0.415 0.450 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3304 START 3303 END 2012 TYPE TUBE LENGTH 5.000 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.000 KZ 1.000 LZR (M) 5.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 31.692 31.692 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.002 0.662 0.009 0.665 0.052 0.665 * * ALLOWABLE STRESS 22025.871 26238.342 26238.342 (3.3.1-2) 14683.914 * * EFFECTIVE STRESS 50.149 17377.383 244.841 770.469 * * LOADING TW-DAF-A 0.780 -29.434 0.415 4.708 OPERATING * * * * 1.000 NORMALIZED RATIO 0.002 0.060 0.047 0.079 0.064 0.079 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3402 START 3401 END 3402 TYPE TUBE LENGTH 3.500 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.500 KZ 1.000 LZR (M) 3.500 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 22.184 22.184 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.487 0.052 0.508 0.041 0.508 * * 1.000 NORMALIZED RATIO 0.019 0.790 0.062 0.812 0.033 0.812 * * ALLOWABLE STRESS -2.059+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -388.543 -2.074+04 -1621.438 491.506 * * LOADING TW-DAF-A -6.044 -35.125 -2.746 3.400 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3403 START 3402 END 3403 TYPE TUBE LENGTH 4.350 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.350 KZ 1.000 LZR (M) 4.350 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 27.572 27.572 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.790 0.062 0.812 0.028 0.812 * * ALLOWABLE STRESS -2.014+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -379.957 -2.074+04 -1621.438 411.902 * * LOADING TW-DAF-A -5.911 -35.125 -2.746 2.781 OPERATING * * * * 1.000 NORMALIZED RATIO 0.019 0.463 0.075 0.488 0.038 0.488 * * * *****************************************************************************************************************************

Page 22

Lift_P214.txt***************************************************************************************************************************** * * * MEMBER 4202 START 4201 END 4202 TYPE TUBE LENGTH 2.955 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.955 KZ 1.000 LZR (M) 2.955 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 21.012 21.012 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.036 0.186 0.002 0.222 0.114 0.222 * * 1.000 NORMALIZED RATIO 0.036 0.864 0.009 0.901 0.107 0.901 * * ALLOWABLE STRESS -2.069+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -751.393 -2.217+04 -219.200 1571.345 * * LOADING TW-DAF-A -8.202 -23.551 0.233 5.990 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4203 START 4202 END 4203 TYPE TUBE LENGTH 5.305 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.305 KZ 1.000 LZR (M) 5.305 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 37.722 37.722 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.039 0.864 0.009 0.904 0.056 0.904 * * ALLOWABLE STRESS -1.917+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -756.855 -2.217+04 -219.200 817.623 * * LOADING TW-DAF-A -8.262 -23.551 0.233 1.878 OPERATING * * * * 1.000 NORMALIZED RATIO 0.039 0.404 0.016 0.444 0.068 0.444 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4204 START 4203 END 4204 TYPE TUBE LENGTH 2.326 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.326 KZ 1.000 LZR (M) 2.326 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 16.539 16.539 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.046 0.801 0.118 0.856 0.166 0.856 * * ALLOWABLE STRESS -2.103+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -977.115 -2.055+04 -3022.787 2437.439 * * LOADING TW-DAF-A -10.666 -21.830 -3.211 2.241 OPERATING * * * * 1.000 NORMALIZED RATIO 0.046 0.604 0.051 0.652 0.171 0.652 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4205 START 4204 END 4205 TYPE TUBE LENGTH 4.212 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.212 KZ 1.000 LZR (M) 4.212 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 29.950 29.950 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.049 0.604 0.051 0.655 0.171 0.655 * * ALLOWABLE STRESS -1.992+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -977.114 -1.548+04 -1311.763 2511.506 * * LOADING TW-DAF-A -10.666 -16.449 -1.394 2.645 OPERATING * * * * 1.000 NORMALIZED RATIO 0.049 0.153 0.070 0.218 0.180 0.218 * * * ***************************************************************************************************************************** ****************************************************************************************************************************** ** 82 members were checked. ** ** 82 members passed code check. ** ** 0 members failed code check. ** ** 0 members with an error status. ** ******************************************************************************************************************************PRINT REPORT 'API-FRAM'

******************************************************************************************************************************* ** SUMMARY OF API RATIOS FOR MEMBERS ** ******************************************************************************************************************************** ** REPORT : API-FRAM RATIOS ABOVE 0.250 PAGE 1/ 2 ** ** API SPREADER MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 7001 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.953 CB ** 2014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.951 CB ** 4203 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.904 CB ** 4202 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.901 CB ** 1013 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.894 CB ** 3202 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.866 CB ** 3203 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.863 CB ** 4204 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.856 CB ** 3403 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.812 CB ** 3402 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.812 CB ** 1014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.781 CB ** 1008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.731 CB ** 3201 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.721 CB ** 3303 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.670 CB ** 3304 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.665 CB ** 4205 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.655 CB ** 3204 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.649 CB ** 5004 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.632 CB ** 5006 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.612 CB ** 2008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.587 CB ** 2012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.583 CB *

Page 23

Lift_P214.txt* 2011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.581 CB ** 2009 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.568 CB ** 3302 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.565 CB ** 2010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.560 CB ** 2013 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.557 CB ** 2007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.553 CB ** 1012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.540 CB ** 1016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.531 CB ** 5003 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.530 CB ** 4302 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.500 * 0.527 CB ** 1017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.527 CB ** 5005 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.523 CB ** 3401 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.509 CB *******************************************************************************************************************************

******************************************************************************************************************************* ** REPORT : API-FRAM RATIOS ABOVE 0.250 PAGE 2/ 2 ** ** API SPREADER MEMBER CHECK ** ******************************************************************************************************************************** MEMBER * PROPERTIES * LOADING * SECT. * RATIO **----------------------------------------------------------------------------------------------------------------------------** 4206 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.504 CB ** 4303 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.496 CB ** 4301 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.488 CB ** 3404 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.487 CB ** 2017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.486 CB ** 2018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.483 CB ** 1009 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.477 CB ** 1011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.473 CB ** 1010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.468 CB ** 4201 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.463 CB ** 5002 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.457 CB ** 1007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.456 CB ** 2006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.442 CB ** 1015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.441 CB ** 1006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.427 CB ** 2015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.344 CB ** 4304 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.323 CB ** 2005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.319 CB ** 1018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.294 CB ** 1005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.282 CB ** 5001 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.265 CB ** 2016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.261 CB ** 1019 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.253 CB ******************************************************************************************************************************** ** TOTAL OF 57 MEMBERS WERE CHECKED ** ** 0 MEMBERS WITH AN ERROR STATUS ** 0 MEMBERS FAILED CODE CHECK ** 57 MEMBERS PASSED CODE CHECK ** *******************************************************************************************************************************

$$$----------------------------------------------$$ JOINT CHECK WITH DAF =2.0$$----------------------------------------------$$$--------------------------$$ TUBULAR INTERSECTION$$--------------------------$TUBULAR INTERSECTIONS 1003 JOINT 1003 - CHORD MEMBERS 1002 1003 - BRACE ONLY 3401$TUBULAR INTERSECTIONS 1010 JOINT 1010 - CHORD MEMBERS 1009 1010 - BRACE ONLY 4301$TUBULAR INTERSECTIONS 1011 JOINT 1011 - CHORD MEMBERS 1010 1011 - BRACE ONLY 3301$TUBULAR INTERSECTIONS 1012 JOINT 1012 - CHORD MEMBERS 1011 1012 - BRACE ONLY 4201$TUBULAR INTERSECTIONS 1020 JOINT 1020 - CHORD MEMBERS 1019 1020 - BRACE ONLY 5006$TUBULAR INTERSECTIONS 1021 JOINT 1021 - CHORD MEMBERS 1020 1021 - BRACE ONLY 3201$TUBULAR INTERSECTIONS 2003 JOINT 2003 - CHORD MEMBERS 2002 2003 - BRACE ONLY 3404$TUBULAR INTERSECTIONS 2004 JOINT 2004 - CHORD MEMBERS 2003 2004 - BRACE ONLY 4304$TUBULAR INTERSECTIONS 2012 JOINT 2012 -

Page 24

Lift_P214.txt CHORD MEMBERS 2011 2012 - BRACE ONLY 3304$TUBULAR INTERSECTIONS 2013 JOINT 2013 - CHORD MEMBERS 2012 2013 - BRACE ONLY 5001$TUBULAR INTERSECTIONS 2021 JOINT 2021 - CHORD MEMBERS 2020 2021 - BRACE ONLY 4206$TUBULAR INTERSECTIONS 2022 JOINT 2022 - CHORD MEMBERS 2021 2022 - BRACE ONLY 3204$TUBULAR INTERSECTIONS 2023 JOINT 2023 - CHORD MEMBERS 2022 2023 - BRACE ONLY 4104$LOAD LIST 'TW-DAF-A' 'TW-DAF-W'INIT REPORT 'J-CHECK' API JOINT 'API JOINT CHECK'API LO 0.20 WSD LOADING OPERATING****************************************************************************************************************************** ** Code checking of intersections according to API RP 2A-WSD 21th edition. December 2000. ** ** Check loads only. ** Type of loading is : operating. Alpha : 1.000 ** Output results for the intersections with a ratio > 0.200 ** ****************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ******************************************************************************************************************************* ** INTERSECTION : 1020 ** ******************************************************************************************************************************** CHORD : ** ** Components : / MEMBER / JOINT / MEMBER / ** 1019 1020 1020 ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/--- LENGTH --/- T. Strength -/ ** Nominal : 508.000 mm 23.012 mm 360.000 MPa 206000.000 MPa 0.800 m not given ** 20.000 in 0.906 in 52.214 ksi 29877.773 ksi 31.496 in **----------------------------------------------------------------------------------------------------------------------------** BRACE 5006 on joint 1020 Theta = 131.779 deg Phi = -90.000 deg Psi = -90.000 deg ** ** Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/ ** Nominal : 406.400 mm 15.875 mm 360.000 MPa 206000.000 MPa ** 16.000 in 0.625 in 52.214 ksi 29877.773 ksi ** ** Loadings : Max ratio obtained for loading case TW-DAF-A Formula : 4.3.1-5b Ratio : 0.439 ** ** %Y = 100.00 ** ** /------ Pa ------/----- Ma ipb -----/----- Ma opb -----/------ P -------/------ M ipb -----/------ M opb -----/ ** 276.52 ton 88.49 ton.m 49.36 ton.m -13.87 ton -7.75 ton.m 27.96 ton.m ** ** ************************************************************************************************************************************************************************************************************************************************************** ** 13 active intersections were checked. ** ** 13 intersections passed code check. ** ** 0 intersections failed code check. ** ** 0 intersections with an error status. ** *******************************************************************************************************************************PRINT REPORT 'J-CHECK'

******************************************************************************* ** SUMMARY OF API RATIOS FOR JOINTS ** ******************************************************************************** ** REPORT : J-CHECK PAGE 1/ 1 ** ** API JOINT CHECK ** ******************************************************************************** JOINT * BRACE * CHORD1 CHORD2 * LOADING * RATIO **----------------------------------------------------------------------------** 1020 5006 1019 1020 TW-DAF-A 0.439 ** 1012 4201 1011 1012 TW-DAF-A 0.199 ** 2021 4206 2020 2021 TW-DAF-A 0.186 ** 1021 3201 1020 1021 TW-DAF-A 0.156 ** 1011 3301 1010 1011 TW-DAF-A 0.123 ** 2004 4304 2003 2004 TW-DAF-A 0.118 ** 2013 5001 2012 2013 TW-DAF-A 0.087 ** 2003 3404 2002 2003 TW-DAF-A 0.076 ** 2022 3204 2021 2022 TW-DAF-A 0.046 ** 2012 3304 2011 2012 TW-DAF-A 0.045 ** 1010 4301 1009 1010 TW-DAF-W 0.044 ** 1003 3401 1002 1003 TW-DAF-A 0.041 ** 2023 4104 2022 2023 TW-DAF-A 0.005 ******************************************************************************** *

Page 25

Lift_P214.txt* TOTAL OF 13 RESULTS WERE STORED ** ** 0 CONNECTIONS WITH AN ERROR STATUS ** 0 CONNECTIONS FAILED CODE CHECK ** 13 CONNECTIONS PASSED CODE CHECK ** *******************************************************************************$$LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W'$ACTIVE MEMBER ALL$ CREATE ISYMOST GEOMETRY CREATE ISYMOST HEADER STATIC CREATE ISYMOST ONLY DISPLA**** Warning 5.722 - Not all joints in selection have the same degrees of freedomOption 'QUICK' ignored CREATE ISYMOST REPORT 'API-SPOO' CREATE ISYMOST REPORT 'API-FRAM' CREATE ISYMOST REPORT 'J-CHECK'$FIN

Good bye


Page 26

Acergy West Africa SASU Total E&P Congo – Moho Bilondo UFL

Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix XI

APPENDIX XI – CHECK OF LIFTING POINT (4 pages)

Appendix XI.pdf

Subject :

Rev : 1 Page : 1

Main plate top length A =Main plate bottom length B =

Hole location from support B0 =Padeye height H =

Distance from hole to bottom of padeye H0 =External radius R =

Hole diameter Dc =Main plate thickness Tc =

Cheek plate external diameter D =Cheek plate thickness T =

Welding size for cheek plate S =

B1 = T1 = H1 =B2 = T2 = H2 =B3 = T3 = H3 =B4 = T4 = H4 =

F =X =B =

Ds =SF =Uf* =Ls =

y

Uf = 0.6Uf = 0.8

Plate 3Lower plate

SupportUpper plate

Plate 2 0 mm0 mm

Load factorUsage factor

Shackle Inside Length432000 N

10 mm

Spreadsheet Ref :

0 mm

True in plane angle

150 mm

25 mm

180 mm

0 mm25 mm0 mm

60.0 deg

6280-4076 - TOTALMoho Bilondo

Lifting point on Acergy spreader frame

ACERGYPADEYE DESIGN

-25 mm

Yield stress Fy = 235 MPa

150 mm150 mm

210 mm

18 mm

0 mm

420 mm

207000 MPaYoung's modulus E =

420 mm

ING - DEF - 0001 - Rev 0 by CCR check

216 kN

110 mm74 mm

Static load

0 mm

180 mm

180 mm25 mm

0 mm25 mm

Design load

* Usage factor :

True out of plane anglePin Diameter

Taken into account shackle inside length (Y/N)

Fd = F x SF =

Operating case

Weld thickness10 mm

70 mm2

260 mm0.6

Extreme case

By NCA the 39420

5.0 deg

Subject :

Rev : 1 Page : 2

EYE CHECK

SUPPORT CHECK

0.39

0.51

0.46

0.21

Bearing stress ratio =

Shear stress ratio =

Tension stress ratio =

Weld stress ratio =

Maximum Active axial stress ratio fmax / 0.6Fy =

0.49 at point 7

0.65 at point 7

Maximum Active shear stress ratio vmax / 0.4Fy =

PADEYE DESIGN Lifting point on Acergy spreader frame

Spreadsheet Ref : ING - DEF - 0001 - Rev 0 by CCR check

ACERGY 6280-4076 - TOTALMoho Bilondo

CONCLUSION:

ALL RATIO < 1 THE PADEYE IS WELL DESIGNED

Maximum weld stress ratio =

SUPPORT WELD CHECK0.83 at lower plate

By NCA the 39420

Subject :

Rev : 1 Page : 3Spreadsheet Ref :

ACERGY

ING - DEF - 0001 - Rev 0 by CCR check

Shear Area =Shear stress =

Shear stress ratio =

6280-4076 - TOTALMoho Bilondo

PADEYE DESIGN Lifting point on Acergy spreader frame

By NCA the 39420

0.46

12.7 mm7196 mm²20.0 MPa

4475 mm²48.3 MPa

Hertz pressure check

Bearing Area =Bearing stress =

Bearing stress ratio =

5250 mm²82.3 MPa

0.39

0.51

EYE CHECK

OK

Active weld thickness =Weld Area =

Stress within the weld =Weld stress ratio =

Hertz pressure: =Hertz pressure ratio =

567.1 MPa0.97

Tension stress =Tension stress ratio =

4475 mm²48.3 MPa

0.21

Bearing stress

Shear stress

Tension stress

Weld stress

OK

OK

OK

OK

Tension Area =

Subject :

Rev : 1 Page : 4

fa fby fbz fvy fvz fmax vmaxMPa MPa MPa MPa MPa MPa MPa19.1 -59.7 -12.6 0.0 0.0 53.2 26.6 0.38 0.2819.1 0.0 -12.6 20.5 6.3 24.9 21.7 0.18 0.2319.1 59.7 -12.6 0.0 0.0 66.1 33.1 0.47 0.3519.1 0.0 0.0 20.5 6.3 33.0 23.5 0.23 0.2519.1 -59.7 12.6 0.0 0.0 27.9 14.0 0.20 0.1519.1 0.0 12.6 20.5 6.3 42.5 26.7 0.30 0.2819.1 59.7 12.6 0.0 0.0 91.4 45.7 0.65 0.49

Weld stress ratio

32.2 kN0.0 kN0.0 kN

0.0 MPa0.0 MPa

17.9 MPa 0.19

Support Weld thickness Load transferred to support: Stress within

weld

Weld stress

ACERGY 6280-4076 - TOTALMoho Bilondo

Lifting point on Acergy spreader frame

ING - DEF - 0001 - Rev 0 by CCR check By NCA the 39420

S (cm²)105.045.0

d (cm)21.043.3

SUPPORT CHECK

0.0-1.3

ElementMain plate

Upper platePlate 2Plate 3

Lower plate

0.00.0

45.0Total

ElementMain plate

195.0

Upper platePlate 2

90.00.0

Plate 3Lower plate

Total

Mz =

372.7 kN215.2 kN37.7 kN-16.5 m.kN

12

235.0235.0

0.0-235.0

0.056

Fd1 =Plate 2 0 mm 0.00Fd2 =

Upper plate 10 mm

Plate 3 0 mm 0.00Fd3 =Lower plate 10 mm 77.7 MPa 0.83139.8 kNFd4 =

Spreadsheet Ref :

PADEYE DESIGN

Sxd² (cm4)

S x d (cm3)2205.01946.3

0.00.0

-56.34095.0

0.0

15435.0Izz (cm4) d (cm)

0.0

1215.02484.7

Iyy (cm4)54.7

1215.00.0

23.40.00.0

-22.323.40.0

15481.9

22277.80.00.0

0.00.0

22.3

22277.844555.6

Ay (cm²)105.0

105.0

0.0

0.045.090.0

Centroid Location :

Inertia and modulus :

Yg = 210 mm from lower end of main plate

Az (cm²)

45.00.0

Fdy =Fdz =My =

60037.5 cm42484.7 cm4

Internal Forces :

Iyy = Izz =

Fdx =

32.3 m.kN

Calculation point

ymm

zmm

Shear and axial stresses

vmax/ 0.4Fy

fmax/ UFxFy

-90.00.0

90.0

7 -90.0-235.0-235.0

34

235.0

Acergy West Africa SASU Total E&P Congo – Moho Bilondo UFL

Fev.27.08

CG-MBL-50-500-004940 Ver. 03

Rigid Jumper - Lifting Analysis Appendix XII

APPENDIX XII – JUMPER P214 – NEW RIGGING ARRANGEMENT DRAWINGS & NSO RESULTS FILE

(29 pages)

Appendix XII.pdf

*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * Advanced Interactive Computing Engineering System * * * * (C) Copyright Briwand-STRUSIM, 1987, 2007 * * * * 26/02/2008 15:04:18 * * * * AICES V4.45 , 2007 * * Program Serial Number: 690502105 * * * * Machine: 00b0d0498478 Storage: 103424k * * System: Windows NT 5 1 * * Active Options: fastrudl * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* STRUDL 'LIFTING' 'LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * * * * * FASTRUDL-NSO * * * * The New Structural Offshore Design Language * * Version V6.8.7 * * * * (C) PRINCIPIA 1992-2007 * * * * * * Integrated System with: * * BV-AICES (C) C.Briwand 1987-2007 * * BV-STRUDL (C) Bureau Veritas 1991-2007 * * * * Started on 26/02/2008 15:04:18 * * * * * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ $ $ .oO0°~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~°0Oo. $ $ MOHO BILONDO - ACERGY POLARIS | $ | | $ { LIFTING ANALYSIS - P214 | $ { | $ | 12/02/08 ° $ $ o $ °0Oo.____-_-_-_-____///NCA///~~~><((°>.o $ $---------------------------------------------- $ $ COORDINATE OF NODES $ $---------------------------------------------- $ $-------------------------- $ $ SPOOL / JUMPER $ $-------------------------- $ UNITS M $ GROUP 'J-SPOOL' JOINT START $ JOINT COORDINATES $ 1 2.42505E+01 1.17451E+01 -1.20699E+01 2 2.36590E+01 1.16984E+01 -1.20676E+01 3 2.30673E+01 1.16520E+01 -1.20653E+01 4 2.24063E+01 1.15999E+01 -1.20628E+01 5 2.18841E+01 1.15588E+01 -1.20608E+01 6 2.18042E+01 1.15526E+01 -1.20675E+01 7 2.17278E+01 1.15466E+01 -1.20879E+01 8 2.16560E+01 1.15409E+01 -1.21211E+01 9 2.15908E+01 1.15357E+01 -1.21666E+01 10 2.15343E+01 1.15312E+01 -1.22228E+01 11 2.14886E+01 1.15276E+01 -1.22878E+01 12 2.14548E+01 1.15250E+01 -1.23596E+01 13 2.14339E+01 1.15235E+01 -1.24362E+01 14 2.14266E+01 1.15228E+01 -1.25162E+01 15 2.14248E+01 1.15227E+01 -1.29519E+01 16 2.14232E+01 1.15226E+01 -1.33876E+01 17 2.14215E+01 1.15225E+01 -1.38233E+01 18 2.14198E+01 1.15223E+01 -1.42590E+01 19 2.05400E+01 1.14530E+01 -1.42922E+01 20 1.95404E+01 1.13743E+01 -1.43299E+01 21 1.85408E+01 1.12957E+01 -1.43676E+01 22 1.76012E+01 1.12217E+01 -1.44030E+01 23 1.66215E+01 1.11446E+01 -1.44399E+01 24 1.53629E+01 1.10456E+01 -1.44874E+01 25 1.47020E+01 1.09936E+01 -1.45123E+01 26 1.37424E+01 1.09182E+01 -1.45485E+01 27 1.27826E+01 1.08425E+01 -1.45847E+01 28 1.18230E+01 1.07671E+01 -1.46209E+01 29 1.08633E+01 1.06915E+01 -1.46571E+01 30 9.90373E+00 1.06159E+01 -1.46933E+01 31 8.94394E+00 1.05404E+01 -1.47295E+01 32 7.98437E+00 1.04649E+01 -1.47656E+01 33 7.02462E+00 1.03893E+01 -1.48018E+01 34 6.06499E+00 1.03138E+01 -1.48380E+01

35 5.10516E+00 1.02383E+01 -1.48742E+01 36 4.14563E+00 1.01629E+01 -1.49104E+01 37 3.18589E+00 1.00872E+01 -1.49466E+01 38 2.22627E+00 1.00117E+01 -1.49828E+01 39 2.14567E+00 1.00125E+01 -1.49853E+01 40 2.06767E+00 1.00270E+01 -1.49869E+01 41 1.99311E+00 1.00549E+01 -1.49875E+01 42 1.92447E+00 1.00954E+01 -1.49871E+01 43 1.86357E+00 1.01473E+01 -1.49856E+01 44 1.81307E+00 1.02087E+01 -1.49832E+01 45 1.77379E+00 1.02777E+01 -1.49799E+01 46 1.74711E+00 1.03526E+01 -1.49759E+01 47 1.73371E+00 1.04317E+01 -1.49711E+01 48 1.67246E+00 1.12101E+01 -1.49217E+01 49 1.62460E+00 1.18189E+01 -1.48723E+01 50 1.55007E+00 1.27662E+01 -1.48230E+01 51 1.48877E+00 1.35445E+01 -1.47736E+01 52 1.42763E+00 1.43227E+01 -1.47242E+01 53 1.36628E+00 1.51008E+01 -1.46749E+01 54 1.30512E+00 1.58791E+01 -1.46255E+01 55 1.24378E+00 1.66572E+01 -1.45761E+01 56 1.18256E+00 1.74353E+01 -1.45268E+01 57 1.12133E+00 1.82135E+01 -1.44774E+01 58 1.04050E+00 1.92405E+01 -1.44123E+01 59 9.98797E-01 1.97699E+01 -1.43787E+01 60 9.99619E-01 1.98497E+01 -1.43730E+01 61 1.01402E+00 1.99272E+01 -1.43663E+01 62 1.04130E+00 2.00009E+01 -1.43587E+01 63 1.08137E+00 2.00691E+01 -1.43503E+01 64 1.13252E+00 2.01291E+01 -1.43416E+01 65 1.19339E+00 2.01793E+01 -1.43326E+01 66 1.26178E+00 2.02181E+01 -1.43239E+01 67 1.33582E+00 2.02444E+01 -1.43155E+01 68 1.41436E+00 2.02576E+01 -1.43076E+01 69 2.15386E+00 2.03158E+01 -1.42380E+01 70 3.29046E+00 2.04053E+01 -1.41311E+01 71 3.63289E+00 2.04322E+01 -1.40989E+01 72 4.37237E+00 2.04904E+01 -1.40294E+01 73 4.96306E+00 2.05369E+01 -1.39739E+01 74 5.85140E+00 2.06068E+01 -1.38903E+01 75 6.59098E+00 2.06651E+01 -1.38208E+01 76 7.33047E+00 2.07232E+01 -1.37512E+01 77 7.40228E+00 2.07289E+01 -1.37386E+01 78 7.47084E+00 2.07343E+01 -1.37148E+01 79 7.53451E+00 2.07393E+01 -1.36805E+01 80 7.59231E+00 2.07438E+01 -1.36364E+01 81 7.64231E+00 2.07478E+01 -1.35836E+01 82 7.68326E+00 2.07510E+01 -1.35236E+01 83 7.71425E+00 2.07535E+01 -1.34579E+01 84 7.73446E+00 2.07551E+01 -1.33882E+01 85 7.74328E+00 2.07557E+01 -1.33156E+01 86 7.76434E+00 2.07573E+01 -1.28201E+01 87 7.78548E+00 2.07590E+01 -1.23246E+01 88 7.80672E+00 2.07607E+01 -1.18291E+01 89 7.82801E+00 2.07625E+01 -1.13335E+01 90 7.83787E+00 2.07633E+01 -1.12563E+01 91 7.86034E+00 2.07650E+01 -1.11826E+01 92 7.89495E+00 2.07677E+01 -1.11138E+01 93 7.94060E+00 2.07712E+01 -1.10516E+01 94 7.99614E+00 2.07756E+01 -1.09979E+01 95 8.06002E+00 2.07807E+01 -1.09545E+01 96 8.12991E+00 2.07861E+01 -1.09226E+01 97 8.20409E+00 2.07919E+01 -1.09028E+01 98 8.28152E+00 2.07980E+01 -1.08959E+01 99 9.07745E+00 2.08608E+01 -1.08928E+01 100 9.60148E+00 2.09019E+01 -1.08908E+01 101 1.02616E+01 2.09539E+01 -1.08882E+01 102 1.09216E+01 2.10059E+01 -1.08857E+01 502 1.09216E+01 2.10059E+01 -8.76767E+00 501 2.42505E+01 1.17451E+01 -9.95189E+00 $ GROUP 'J-SPOOL' JOINT END $ $-------------------------- $ $ SPREADER FRAME $ $-------------------------- $ UNITS M $ GROUP 'J-FRAME' JOINT START $ JOINTS COORDINATES $ 1001 0.00000E+00 7.00000E+00 0.00000E+00 1002 9.44000E-01 7.00000E+00 0.00000E+00 1003 1.40000E+00 7.00000E+00 0.00000E+00 1004 1.95000E+00 7.00000E+00 0.00000E+00 1005 2.75000E+00 7.00000E+00 0.00000E+00 1006 3.45000E+00 7.00000E+00 0.00000E+00 1007 4.40000E+00 7.00000E+00 0.00000E+00 1008 5.00000E+00 7.00000E+00 0.00000E+00 1009 1.03000E+01 7.00000E+00 0.00000E+00 1010 1.10200E+01 7.00000E+00 0.00000E+00 1011 1.14000E+01 7.00000E+00 0.00000E+00 1012 1.17500E+01 7.00000E+00 0.00000E+00 1013 1.25000E+01 7.00000E+00 0.00000E+00 1014 1.37000E+01 7.00000E+00 0.00000E+00 1015 1.69830E+01 7.00000E+00 0.00000E+00 1016 1.87500E+01 7.00000E+00 0.00000E+00 1017 2.34000E+01 7.00000E+00 0.00000E+00

1018 2.41600E+01 7.00000E+00 0.00000E+00 1019 2.56000E+01 7.00000E+00 0.00000E+00 1020 2.60500E+01 7.00000E+00 0.00000E+00 1021 2.64000E+01 7.00000E+00 0.00000E+00 1022 2.72000E+01 7.00000E+00 0.00000E+00 1023 2.84000E+01 7.00000E+00 0.00000E+00 1024 2.94000E+01 7.00000E+00 0.00000E+00 2001 0.00000E+00 2.30000E+01 0.00000E+00 2002 9.44000E-01 2.30000E+01 0.00000E+00 2003 1.40000E+00 2.30000E+01 0.00000E+00 2004 1.75000E+00 2.30000E+01 0.00000E+00 2005 2.48000E+00 2.30000E+01 0.00000E+00 2006 3.45000E+00 2.30000E+01 0.00000E+00 2007 3.95000E+00 2.30000E+01 0.00000E+00 2008 4.40000E+00 2.30000E+01 0.00000E+00 2009 5.00000E+00 2.30000E+01 0.00000E+00 7001 8.17900E+00 2.30000E+01 0.00000E+00 2010 1.06000E+01 2.30000E+01 0.00000E+00 2011 1.10200E+01 2.30000E+01 0.00000E+00 2012 1.14000E+01 2.30000E+01 0.00000E+00 2013 1.17500E+01 2.30000E+01 0.00000E+00 2014 1.22000E+01 2.30000E+01 0.00000E+00 2015 1.80000E+01 2.30000E+01 0.00000E+00 2016 1.87500E+01 2.30000E+01 0.00000E+00 2017 2.01600E+01 2.30000E+01 0.00000E+00 2018 2.34000E+01 2.30000E+01 0.00000E+00 2019 2.47600E+01 2.30000E+01 0.00000E+00 2020 2.52000E+01 2.30000E+01 0.00000E+00 2021 2.60500E+01 2.30000E+01 0.00000E+00 2022 2.64000E+01 2.30000E+01 0.00000E+00 2023 2.67500E+01 2.30000E+01 0.00000E+00 2024 2.76000E+01 2.30000E+01 0.00000E+00 2025 2.84000E+01 2.30000E+01 0.00000E+00 2026 2.94000E+01 2.30000E+01 0.00000E+00 3201 2.64000E+01 1.19000E+01 0.00000E+00 3202 2.64000E+01 1.39730E+01 0.00000E+00 3203 2.64000E+01 1.70000E+01 0.00000E+00 3301 1.14000E+01 7.50000E+00 0.00000E+00 3302 1.14000E+01 1.34950E+01 0.00000E+00 3303 1.14000E+01 1.80000E+01 0.00000E+00 3401 1.40000E+00 1.13000E+01 0.00000E+00 3402 1.40000E+00 1.48000E+01 0.00000E+00 3403 1.40000E+00 1.91500E+01 0.00000E+00 4103 2.80828E+01 2.15088E+01 0.00000E+00 4201 1.33959E+01 8.84147E+00 0.00000E+00 4202 1.53650E+01 1.10446E+01 0.00000E+00 4203 1.89000E+01 1.50000E+01 0.00000E+00 4204 2.04499E+01 1.67342E+01 0.00000E+00 4205 2.32566E+01 1.98746E+01 0.00000E+00 4301 8.97116E+00 1.05363E+01 0.00000E+00 4302 5.73329E+00 1.61248E+01 0.00000E+00 4303 3.26187E+00 2.03905E+01 0.00000E+00 5001 1.37002E+01 2.08179E+01 0.00000E+00 5002 1.65167E+01 1.76667E+01 0.00000E+00 5003 2.19552E+01 1.15841E+01 0.00000E+00 5004 23.1321 10.2659 0.00000E+00 6001 3.45000E+00 7.00000E+00 -1.48000E+00 6002 3.45000E+00 2.30000E+01 -1.48000E+00 6003 1.87500E+01 7.00000E+00 -1.48000E+00 6004 1.87500E+01 2.30000E+01 -1.48000E+00 $ GROUP 'J-FRAME' JOINT END $ $-------------------------- $ $ CRANE $ $-------------------------- $ UNITS M $ GROUP 'J-CRANE' JOINT START $ JOINT COORDINATES $ 9001 14.275 15.085 15.000 $ GROUP 'J-CRANE' JOINT END $ $---------------------------------------------- $ $ DEFINITION OF MEMBERS $ $---------------------------------------------- $ $-------------------------- $ $ SPOOL $ $-------------------------- $ TYPE SPACE FRAME $ GROUP 'M-SPOOL' MEMBER START $ GROUP 'M-SP1' MEMBER START MULTIPLES INCIDENCES $ 1 1 TO 4 99 99 TO 102 $ GROUP 'M-SP1' MEMBER END

$ GROUP 'M-SP2' MEMBER START MULTIPLES INCIDENCES $ 4 4 TO 99 $ GROUP 'M-SP2' MEMBER END $ GROUP 'M-SPOOL' MEMBER END $ GROUP 'M-BIDON' MEMBER START $ MEMBER INCIDENCE $ 501 1 501 502 102 502 $ GROUP 'M-BIDON' MEMBER END $ $-------------------------- $ $ SPREADER FRAME $ $-------------------------- $ TYPE SPACE FRAME $ GROUP 'M-FRAME' MEMBER START $ GROUP 'M-MAIN1' MEMBER START MULTIPLES INCIDENCES 1004 1004 TO 1009 1013 1013 TO 1019 1022 1022 TO 1024 $ 2005 2005 TO 2009 2009 2009 7001 7001 7001 2010 2014 2014 TO 2020 2024 2024 TO 2026 GROUP 'M-MAIN1' MEMBER END $ GROUP 'M-MAIN2' MEMBER START MULTIPLES INCIDENCES 1001 1001 TO 1004 1009 1009 TO 1013 1019 1019 TO 1022 $ 2001 2001 TO 2005 2010 2010 TO 2014 2020 2020 TO 2024 GROUP 'M-MAIN2' MEMBER ENDD $ GROUP 'M-BRACE' MEMBER START MULTIPLES INCIDENCES $ 3201 1021 3201 3202 3201 TO 3203 3204 3203 2022 $ 3301 1011 3301 3302 3301 TO 3303 3304 3303 2012 $ 3401 1003 3401 3402 3401 TO 3403 3404 3403 2003 GROUP 'M-BRACE' MEMBER END $ GROUP 'M-TRAN1' MEMBER START MULTIPLES INCIDENCES $ 4104 4103 2023 $ 4201 1012 4201 4202 4201 TO 4205 4206 4205 2021 $ 4301 1010 4301 4302 4301 TO 4303 4304 4303 2004 $ GROUP 'M-TRAN1' MEMBER END $ $ GROUP 'M-TRAN2' MEMBER START MULTIPLES INCIDENCES $ 5001 2013 5001 5002 5001 5002 5003 5002 4203 5004 4203 5003 5005 5003 5004 5006 5004 1020 $ GROUP 'M-TRAN2' MEMBER END $ $ GROUP 'M-FEET' MEMBER START MULTIPLES INCIDENCES 6001 6001 1006 6002 6002 2006

6003 6003 1016 6004 6004 2016 GROUP 'M-FEET' MEMBER END $ GROUP 'M-FRAME' MEMBER END $ $-------------------------- $ $ UPPER SLINGS $ $-------------------------- $ TYPE SPACE TRUSS $ GROUP 'M-UPSLIN' MEMBER START MULTIPLES INCIDENCES 9001 1007 9001 9002 2008 9001 9003 1017 9001 9004 2018 9001 GROUP 'M-UPSLIN' MEMBER END $ $-------------------------- $ $ LOWER SLINGS $ $-------------------------- $ TYPE SPACE TRUSS $ GROUP 'M-LOSLIN' MEMBER START MULTIPLES INCIDENCEs 8001 501 3202 8002 501 5004 8003 20 4202 8004 28 4202 8005 31 4301 8006 49 3402 8007 56 3402 8008 70 4303 8009 502 2010 8010 502 3303 8011 76 4302 8012 76 7001 GROUP 'M-LOSLIN' MEMBER END $ $---------------------------------------------- $ $ MEMBERS RELEASE $ $---------------------------------------------- $ MEMBER RELEASE 'M-UPSLIN' 'M-LOSLIN' START MOMENT Y Z 'M-UPSLIN' 'M-LOSLIN' END MOMENT Y Z $ $---------------------------------------------- $ $ BOUNDARY CONDITIONS $ $---------------------------------------------- $ UNIT TON METER $ JOINT STATUS 9001 - 1007 1017 2008 2018 - 501 20 28 31 49 56 70 502 - SUPPORT $ UNIT TON METER $ JOINT RELEASES 9001 MOMENT X Y Z 1007 1017 2008 2018 - 501 20 28 31 49 56 70 502 - FORCE Z MOMENT X Y Z GLOBAL KFX 0.1 KFY 0.1 $ $---------------------------------------------- $ $ PHYSICAL PROPERTIES $ $---------------------------------------------- $ UNITS INCH $ MEMBER PROPERTIES PRISMATIC $ $-------------------------- $ $ SPOOL $ $-------------------------- $ 'M-SPOOL' 'M-BIDON' TUBE OD 6.625 WT 0.563 $ $-------------------------- $ $ SPREADER FRAME $ $-------------------------- $

'M-MAIN1' TUBE OD 20.000 WT 0.500 'M-MAIN2' TUBE OD 20.000 WT 0.906 'M-BRACE' TUBE OD 18.000 WT 0.437 'M-TRAN1' TUBE OD 16.000 WT 0.344 'M-TRAN2' TUBE OD 16.000 WT 0.625 'M-FEET' TUBE OD 16.000 WT 0.344 $ $-------------------------- $ $ SLINGS $ $-------------------------- $ 'M-UPSLIN' TUBE OD 6.625 WT 0.125 $ Weight neglected 'M-LOSLIN' TUBE OD 1.500 WT 0.375 $ Weight neglected $ $-------------------------- $ $ DENSITY $ $-------------------------- $ UNIT KG METER $ CONSTANT DENSITY 7850 'M-FRAME' CONSTANT DENSITY 1.00E-10 'M-LOSLIN' 'M-UPSLIN' CONSTANT DENSITY 1.00E-10 'M-SPOOL' 'M-BIDON' $ $-------------------------- $ $ YOUNG'S MODULUS $ $-------------------------- $ UNITS MM NEWTON $ CONSTANT E 206000 'M-FRAME' 'M-SPOOL' $ CONSTANT E 100000 'M-UPSLIN' 'M-LOSLIN' $ CONSTANT E 500000 'M-BIDON' $ $-------------------------- $ $ YIELD STRESS $ $-------------------------- $ UNIT MM NEWTON $ CONSTANT FYLD 360 'M-FRAME' 'M-UPSLIN' $ CONSTANT FYLD 448 'M-SPOOL' 'M-BIDON' $ $---------------------------------------------- $ $ MODELLED DEAD WEIGHT $ $---------------------------------------------- $ UNIT METER TON $ $-------------------------- $ $ SPOOL $ $-------------------------- $ INACTIVE MEMBERS ALL ACTIVE MEMBERS 'M-SPOOL' $ LOADING 'SPOOL-DW' 'SPOOL MODELED DEAD WEIGHT' DEAD WEIGHT GRAVITY Z PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $ $-------------------------- $ $ SPREADER FRAME $ $-------------------------- $ INACTIVE MEMBERS ALL ACTIVE MEMBERS 'M-FRAME' $ LOADING 'FRAME-DW' 'SPREADER FRAME MODELED DEAD WEIGHT' DEAD WEIGHT GRAVITY Z PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON

* TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 * $ $-------------------------- $ $ UPPER SLINGS $ $-------------------------- $ INACTIVE MEMBERS ALL ACTIVE MEMBERS 'M-UPSLIN' $ PRINT MEMBER LENGTH 'M-UPSLIN' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Problem data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/ Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.695 Active Space Truss Y Z Y Z 9002 2008 9001 19.626 Active Space Truss Y Z Y Z 9003 1017 9001 19.330 Active Space Truss Y Z Y Z 9004 2018 9001 19.259 Active Space Truss Y Z Y Z *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ LOADING 'UPSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT' DEAD WEIGHT GRAVITY Z PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $ $-------------------------- $ $ SPREADER FRAME + UPPER SLINGS $ $-------------------------- $ INACTIVE MEMBERS ALL ACTIVE MEMBERS 'M-UPSLIN' 'M-FRAME' LOADING 'TEMP' 'SPREADER FRAME + UPPER SLINGS' DEAD WEIGHT GRAVITY Z PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 23.835 * * POSITION OF THE C. OF G. : X= 14.532 Y= 15.082 Z= -0.016 * $ $-------------------------- $ $ LOWER SLINGS $ $-------------------------- $ INACTIVE MEMBERS ALL ACTIVE MEMBERS 'M-LOSLIN' $ PRINT MEMBER LENGTH 'M-LOSLIN' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Problem data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/ Member Start End tion Start End Given Force Moment Force Moment 8001 501 3202 10.422 Active Space Truss Y Z Y Z 8002 501 5004 10.123 Active Space Truss Y Z Y Z 8003 20 4202 14.929 Active Space Truss Y Z Y Z 8004 28 4202 15.046 Active Space Truss Y Z Y Z 8005 31 4301 14.730 Active Space Truss Y Z Y Z 8006 49 3402 15.170 Active Space Truss Y Z Y Z 8007 56 3402 14.766 Active Space Truss Y Z Y Z

8008 70 4303 14.131 Active Space Truss Y Z Y Z 8009 502 2010 8.997 Active Space Truss Y Z Y Z 8010 502 3303 9.281 Active Space Truss Y Z Y Z 8011 76 4302 14.587 Active Space Truss Y Z Y Z 8012 76 7001 13.964 Active Space Truss Y Z Y Z *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ LOADING 'LOSL-DW' 'UPPER SLINGS MODELED DEAD WEIGHT' DEAD WEIGHT GRAVITY Z PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: RAD ; Temperature: KELV; Time: SEC ; Mass: MTON **** STRUDL WARNING - TOTAL MASS = 0 , CENTER OF GRAVITY NOT COMPUTED $ $---------------------------------------------- $ $ UNMODELLED DEAD WEIGHT $ $---------------------------------------------- $ UNITS TON METER DEGREE $ ACTIVE MEMEBERS ALL $ $-------------------------- $ $ SPOOL IN AIR $ $-------------------------- $ LOADING 'AD-SP-AI' 'SPOOL UNMODELLED DEAD LOADS IN AIR' $ $ Linear weight of jumper in AIR $ MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.190 $ Linear weight of pipe + cable + fluid in air = 190kg/m $ 18 TO 75 FORCE Z GLOBAL UNIF W -0.0296 $ 13 anodes of 82.0kg in AIR on 36.0m -> 29.6kg/m $ $ TERMINATION HEAD $ JOINT LOAD 1 102 FOR Z -4.273 $ Termination Head 16 FOR Z -1.500 $ MFM 14 89 FOR Z -0.200 $ ROV PANEL/COVER $ LOADING 'YOKE-AI' 'UNMODELLED LIFTING YOKE' $ $ WEIGHT OF LIGTING YOKE IN AIR = 765kg $ JOINT LOAD 1 102 FOR Z -0.765 $ LIFTING YOKE $ $-------------------------- $ $ SPOOL IN WATER $ $-------------------------- $ LOADING 'AD-SP-WA' 'SPOOL UNMODELLED DEAD LOADS IN WATER' $ $ Linear weight of jumper in WATER $ MEMBER LOAD 'M-SP2' FORCE Z GLOBAL UNIF W -0.119 $ linear weight of pipe + cable in water = 119kg/m $ 18 TO 75 FORCE Z GLOBAL UNIF W -0.0254 $ 13 anodes of 70.5kg in WATER on 36.0m -> 25.4kg/m $ $ TERMINATION HEAD $ JOINT LOAD 1 102 FOR Z -3.170 $ TH 16 FOR Z -1.000 $ MFM 14 89 FOR Z -0.172 $ ROV PANEL/COVER $ LOADING 'YOKE-WA' 'UNMODELLED LIFTING YOKE' $ $ WEIGHT OF LIGTING YOKE IN WATER = 662kg $ JOINT LOAD 1 102 FOR Z -0.662 $ LIFTING YOKE $ $---------------------------------------------- $ $ TOTAL WEIGHT IN AIR $ $---------------------------------------------- $

UNITS TON METER $ $-------------------------- $ $ TOTAL SPOOL WEIGHT IN AIR (WITHOUT LIFTING YOKE) $ $-------------------------- $ LOADING COMBINATION 'TEMP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00 $ PRECOMBINE 'TEMP-AI' RESET MASS GENERATE MASS FROM LOADING 'TEMP-AI' PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 19.714 * * POSITION OF THE C. OF G. : X= 13.484 Y= 14.953 Z= -12.924 * $-------------------------- $ $ TOTAL SPOOL WEIGHT IN AIR (WITH LIFTING YOKE) $ $-------------------------- $ LOADING COMBINATION 'TW-SP-AI' COMB - 'SPOOL-DW' 1.00 - 'AD-SP-AI' 1.00 - 'YOKE-AI' 1.00 $ PRECOMBINE 'TW-SP-AI' RESET MASS GENERATE MASS FROM LOADING 'TW-SP-AI' PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 21.244 * * POSITION OF THE C. OF G. : X= 13.779 Y= 15.056 Z= -12.819 * $ $-------------------------- $ $ TOTAL WEIGHT WITH CONTINGENCY IN AIR $ $-------------------------- $ LOADING COMBINATION 'TW-AI' COMB - 'TW-SP-AI' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 1.07 - $ CONTINGENCY 7% 'UPSL-DW' 1.07 $ CONTINGENCY 7% PRECOMBINE 'TW-AI' RESET MASS GENERATE MASS FROM LOADING 'TW-AI' PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 48.234 * * POSITION OF THE C. OF G. : X= 14.177 Y= 15.069 Z= -6.050 * $ $ $-------------------------- $ $ LOADING CASE WITH L.F = 1.1*1.3*1.35*1.05 = 2.0 IN AIR $ $-------------------------- $ LOADING COMBINATION 'TW-DAF-A' COMB - 'TW-AI' 2.0 $ $---------------------------------------------- $ $ TOTAL WEIGHT IN WATER $ $---------------------------------------------- $ $-------------------------- $ $ TOTAL SPOOL WEIGHT IN WATER (WITHOUT LIFTING YOKE) $ $-------------------------- $

LOADING COMBINATION 'TEMP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00 $ PRECOMBINE 'TEMP-WA' RESET MASS GENERATE MASS FROM LOADING 'TEMP-WA' PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 13.736 * * POSITION OF THE C. OF G. : X= 13.713 Y= 15.026 Z= -12.844 * $ $-------------------------- $ $ TOTAL SPOOL WEIGHT IN WATER (WITH LIFTING YOKE) $ $-------------------------- $ LOADING COMBINATION 'TW-SP-WA' COMB - 'SPOOL-DW' 0.869 - $ (7850-1025)/7850 = 0.869 'AD-SP-WA' 1.00 - 'YOKE-WA' 1.00 $ PRECOMBINE 'TW-SP-WA' RESET MASS GENERATE MASS FROM LOADING 'TW-SP-WA' PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 15.060 * * POSITION OF THE C. OF G. : X= 14.053 Y= 15.144 Z= -12.724 * $ $-------------------------- $ $ TOTAL WEIGHT WITH CONTINGENCY IN WATER $ $-------------------------- $ LOADING COMBINATION 'TW-WA' COMB - 'TW-SP-WA' 1.07 - $ CONTINGENCY 7% 'FRAME-DW' 0.930 - $ CONTINGENCY 7% => 1.07*(7850-1025)/7850 'UPSL-DW' 0.930 $ CONTINGENCY 7% => 1.07*(7850-1025)/7850 $ PRECOMBINE 'TW-WA' RESET MASS GENERATE MASS FROM LOADING 'TW-WA' PRINT WEIGHT Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON * TOTAL WEIGHT 38.281 * * POSITION OF THE C. OF G. : X= 14.331 Y= 15.108 Z= -5.365 * $ $ $-------------------------- $ $ LOADING CASE WITH L.F = 1.1*1.3*1.35*1.05 = 1.84 IN WATER $ $-------------------------- $ LOADING COMBINATION 'TW-DAF-W' COMB - 'TW-WA' 2.0 $---------------------------------------------- $ $ BUCKLING PARAMETER $ $---------------------------------------------- $ UNIT METER $ $-------------------------- $ $ SPOOL $ $-------------------------- $ PARAMETER 'KY' 1.00 MEMBER 'M-SPOOL' PARAMETER 'KZ' 1.00 MEMBER 'M-SPOOL' $ PARAMETER 'LYR' 10.00 MEMBER 'M-SPOOL' PARAMETER 'LZR' 10.00 MEMBER 'M-SPOOL'

$ $---------------------------------------------- $ $ ANALYSIS $ $---------------------------------------------- $ ACTIVE JOINT ALL ACTIVE MEMBER ALL $ LOAD LIST ALL $ STIFFNESS ANALYSIS $ UNIT METER TON $ $-------------------------- $-- RESULTANT $-------------------------- $ LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W' LIST TOTAL NET FORCE *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Results after latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Total Net Force at Origin Loading Force-x Force-y Force-z Moment-x Moment-y Moment-z TW-AI -0.00000 0.00000 48.23434 726.86600 -683.82926 0.00000 TW-WA -0.00000 -0.00000 38.28061 578.34366 -548.58333 0.00000 TW-DAF-A -0.00000 0.00000 96.46867 1453.73201 -1367.65852 0.00000 TW-DAF-W -0.00000 -0.00000 76.56122 1156.68732 -1097.16666 0.00000 *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of results of latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ $-------------------------- $-- REACTION $-------------------------- $ LIST REACTION ALL *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Results after latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Reactions at Support Joints in Joint Reference Frame Joint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 -0.01797 -0.01281 -0.00000 0.00000 0.00000 -0.00000 28 -0.01846 -0.00734 0.00000 0.00000 -0.00000 0.00000 31 -0.01870 -0.00575 -0.00000 0.00000 -0.00000 -0.00000 49 -0.01861 -0.00270 0.00000 0.00000 -0.00000 -0.00000 56 -0.01768 -0.00248 0.00000 0.00000 -0.00000 0.00000 70 -0.01812 -0.00176 -0.00000 -0.00000 0.00000 -0.00000 502 -0.01636 0.00539 -0.00000 -0.00000 -0.00000 -0.00000 501 -0.00202 -0.01260 0.00000 0.00000 0.00000 0.00000 1007 -0.01531 0.00400 -0.00000 0.00000 -0.00000 -0.00000 1017 -0.01529 0.00868 -0.00000 0.00000 0.00000 -0.00000 2008 -0.01941 0.00475 -0.00000 0.00000 0.00000 0.00000 2018 -0.01939 0.00966 -0.00000 -0.00000 -0.00000 -0.00000 9001 0.19732 0.01295 48.23434 Loading TW-WA ; Title - Reactions at Support Joints in Joint Reference Frame Joint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 0.00990 -0.00201 -0.00000 -0.00000 -0.00000 0.00000 28 0.00979 0.00146 -0.00000 -0.00000 0.00000 -0.00000 31 0.00975 0.00237 0.00000 -0.00000 0.00000 0.00000 49 0.00956 0.00337 -0.00000 0.00000 -0.00000 0.00000 56 0.00816 0.00332 0.00000 -0.00000 0.00000 -0.00000 70 0.00663 0.00430 -0.00000 -0.00000 0.00000 0.00000 502 0.00310 0.00606 -0.00000 -0.00000 -0.00000 0.00000 501 0.01648 -0.00253 0.00000 0.0 0.00000 0.0 1007 0.00191 0.00552 -0.00000 -0.00000 -0.00000 -0.00000 1017 0.00193 0.00783 -0.00000 0.00000 0.00000 -0.00000 2008 -0.00017 0.00610 0.00000 -0.00000 -0.00000 0.00000 2018 -0.00015 0.00862 0.00000 -0.00000 0.00000 -0.00000 9001 -0.07689 -0.04440 38.28061 Loading TW-DAF-A; Title - Reactions at Support Joints in Joint Reference Frame

Joint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 -0.03593 -0.02563 -0.00000 0.00000 0.00000 -0.00000 28 -0.03693 -0.01467 0.00000 0.00000 -0.00000 0.00000 31 -0.03740 -0.01149 -0.00000 0.00000 -0.00000 -0.00000 49 -0.03723 -0.00539 0.00000 0.00000 -0.00000 -0.00000 56 -0.03537 -0.00497 0.00000 0.00000 -0.00000 0.00000 70 -0.03623 -0.00352 -0.00000 -0.00000 0.00000 -0.00000 502 -0.03272 0.01078 -0.00000 -0.00000 -0.00000 -0.00000 501 -0.00404 -0.02519 0.00000 0.00000 0.00000 0.00000 1007 -0.03062 0.00801 -0.00000 0.00000 -0.00000 -0.00000 1017 -0.03057 0.01736 -0.00000 0.00000 0.00000 -0.00000 2008 -0.03882 0.00950 -0.00000 0.00000 0.00000 0.00000 2018 -0.03878 0.01932 -0.00000 -0.00000 -0.00000 -0.00000 9001 0.39464 0.02590 96.46867 Loading TW-DAF-W; Title - Reactions at Support Joints in Joint Reference Frame Joint Type Force-x Force-y Force-z Moment-x Moment-y Moment-z 20 0.01980 -0.00401 -0.00000 -0.00000 -0.00000 0.00000 28 0.01958 0.00292 -0.00000 -0.00000 0.00000 -0.00000 31 0.01951 0.00474 0.00000 -0.00000 0.00000 0.00000 49 0.01912 0.00674 -0.00000 0.00000 -0.00000 0.00000 56 0.01632 0.00664 0.00000 -0.00000 0.00000 -0.00000 70 0.01327 0.00861 -0.00000 -0.00000 0.00000 0.00000 502 0.00619 0.01212 -0.00000 -0.00000 -0.00000 0.00000 501 0.03296 -0.00505 0.00000 0.0 0.00000 0.0 1007 0.00382 0.01103 -0.00000 -0.00000 -0.00000 -0.00000 1017 0.00385 0.01565 -0.00000 0.00000 0.00000 -0.00000 2008 -0.00033 0.01220 0.00000 -0.00000 -0.00000 0.00000 2018 -0.00029 0.01723 0.00000 -0.00000 0.00000 -0.00000 9001 -0.15379 -0.08881 76.56123 *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of results of latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ $-------------------------- $-- SLINGS : LENGTH AND TENSION $-------------------------- $ PRINT MEMBER LENGHT 'M-UPSLIN' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Problem data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/ Member Start End tion Start End Given Force Moment Force Moment 9001 1007 9001 19.695 Active Space Truss Y Z Y Z 9002 2008 9001 19.626 Active Space Truss Y Z Y Z 9003 1017 9001 19.330 Active Space Truss Y Z Y Z 9004 2018 9001 19.259 Active Space Truss Y Z Y Z *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* LIST FORCE MEMBER 'M-UPSLIN' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Results after latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -12.87369 -0.00000 -0.00000 9001 12.87369 0.00000 0.00000 9002 2008 -17.68399 -0.00000 -0.00000 9001 17.68399 0.00000 0.00000 9003 1017 -18.12876 0.00000 0.0 9001 18.12876 -0.00000 0.0 9004 2018 -13.92463 0.00000 -0.00000 9001 13.92463 -0.00000 0.00000 Loading TW-WA ; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -10.18845 -0.00000 -0.00000

9001 10.18845 0.00000 0.00000 9002 2008 -13.82200 -0.00000 -0.00000 9001 13.82200 0.00000 0.00000 9003 1017 -14.34968 0.00000 0.0 9001 14.34968 -0.00000 0.0 9004 2018 -11.32565 -0.00000 -0.00000 9001 11.32565 0.00000 0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -25.74738 -0.00000 -0.00000 9001 25.74738 0.00000 0.00000 9002 2008 -35.36798 -0.00000 -0.00000 9001 35.36798 0.00000 0.00000 9003 1017 -36.25753 0.00000 0.0 9001 36.25753 -0.00000 0.0 9004 2018 -27.84927 0.00000 -0.00000 9001 27.84927 -0.00000 0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 9001 1007 -20.37691 -0.00000 -0.00000 9001 20.37691 0.00000 0.00000 9002 2008 -27.64401 -0.00000 -0.00000 9001 27.64401 0.00000 0.00000 9003 1017 -28.69937 0.00000 0.0 9001 28.69937 -0.00000 0.0 9004 2018 -22.65131 -0.00000 -0.00000 9001 22.65131 0.00000 0.00000 *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of results of latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ PRINT MEMBER LENGHT 'M-LOSLIN' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Problem data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Member Incidences----------/-Length------/-Status-----/-Structural Type--/ Orienta- /-Releases and Flexibilities-------/ Member Start End tion Start End Given Force Moment Force Moment 8001 501 3202 10.422 Active Space Truss Y Z Y Z 8002 501 5004 10.123 Active Space Truss Y Z Y Z 8003 20 4202 14.929 Active Space Truss Y Z Y Z 8004 28 4202 15.046 Active Space Truss Y Z Y Z 8005 31 4301 14.730 Active Space Truss Y Z Y Z 8006 49 3402 15.170 Active Space Truss Y Z Y Z 8007 56 3402 14.766 Active Space Truss Y Z Y Z 8008 70 4303 14.131 Active Space Truss Y Z Y Z 8009 502 2010 8.997 Active Space Truss Y Z Y Z 8010 502 3303 9.281 Active Space Truss Y Z Y Z 8011 76 4302 14.587 Active Space Truss Y Z Y Z 8012 76 7001 13.964 Active Space Truss Y Z Y Z *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of data from internal storage * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* LIST FORCE MEMBER 'M-LOSLIN' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Results after latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -2.96598 0.0 0.00000 3202 2.96598 0.0 -0.00000 8002 501 -4.04128 -0.00000 0.00000 5004 4.04128 0.00000 -0.00000 8003 20 -2.00486 0.00000 0.00000 4202 2.00486 -0.00000 -0.00000 8004 28 -2.11512 0.00000 0.0 4202 2.11512 -0.00000 0.0 8005 31 -1.03869 -0.00000 0.00000 4301 1.03869 0.00000 0.00000

8006 49 -1.70964 0.00000 0.00000 3402 1.70964 -0.00000 -0.00000 8007 56 -1.68447 -0.00000 0.00000 3402 1.68447 0.00000 0.00000 8008 70 -0.52638 0.00000 0.0 4303 0.52638 -0.00000 0.0 8009 502 -3.22913 0.00000 0.00000 2010 3.22913 -0.00000 0.0 8010 502 -2.41203 0.00000 0.00000 3303 2.41203 -0.00000 0.00000 8011 76 -0.50033 -0.00000 0.00000 4302 0.50033 0.0 0.00000 8012 76 -1.16875 0.00000 -0.00000 7001 1.16875 -0.00000 0.00000 Loading TW-WA ; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -2.15979 0.0 -0.00000 3202 2.15979 0.0 0.00000 8002 501 -2.99427 -0.00000 0.00000 5004 2.99427 0.00000 -0.00000 8003 20 -1.49194 0.00000 -0.00000 4202 1.49194 -0.00000 0.00000 8004 28 -1.04374 0.00000 0.0 4202 1.04374 -0.00000 0.0 8005 31 -0.93677 -0.00000 0.00000 4301 0.93677 0.00000 0.00000 8006 49 -1.08940 -0.00000 0.00000 3402 1.08940 0.00000 0.00000 8007 56 -1.06214 -0.00000 0.00000 3402 1.06214 0.00000 0.00000 8008 70 -0.44362 0.00000 0.0 4303 0.44362 -0.00000 0.0 8009 502 -2.55908 0.00000 0.00000 2010 2.55908 -0.00000 0.0 8010 502 -1.74844 0.00000 0.00000 3303 1.74844 -0.00000 0.00000 8011 76 -0.46868 0.00000 0.00000 4302 0.46868 0.0 -0.00000 8012 76 -0.59029 -0.00000 0.00000 7001 0.59029 0.00000 -0.00000 Loading TW-DAF-A; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -5.93197 0.0 0.00000 3202 5.93197 0.0 -0.00000 8002 501 -8.08256 -0.00000 0.00000 5004 8.08256 0.00000 -0.00000 8003 20 -4.00973 0.00000 0.00000 4202 4.00973 -0.00000 -0.00000 8004 28 -4.23023 0.00000 0.0 4202 4.23023 -0.00000 0.0 8005 31 -2.07738 -0.00000 0.00000 4301 2.07738 0.00000 0.00000 8006 49 -3.41927 0.00000 0.00000 3402 3.41927 -0.00000 -0.00000 8007 56 -3.36894 -0.00000 0.00000 3402 3.36894 0.00000 0.00000 8008 70 -1.05275 0.00000 0.0 4303 1.05275 -0.00000 0.0 8009 502 -6.45827 0.00000 0.00000 2010 6.45827 -0.00000 0.0 8010 502 -4.82406 0.00000 0.00000 3303 4.82406 -0.00000 0.00000 8011 76 -1.00067 -0.00000 0.00000 4302 1.00067 0.0 0.00000 8012 76 -2.33751 0.00000 -0.00000 7001 2.33751 -0.00000 0.00000 Loading TW-DAF-W; Title - Member Forces in Member Reference System Member Joint Axial Shear-y Shear-z Torsion Bending-y Bending-z 8001 501 -4.31958 0.0 -0.00000 3202 4.31958 0.0 0.00000 8002 501 -5.98854 -0.00000 0.00000 5004 5.98854 0.00000 -0.00000 8003 20 -2.98387 0.00000 -0.00000 4202 2.98387 -0.00000 0.00000 8004 28 -2.08748 0.00000 0.0 4202 2.08748 -0.00000 0.0 8005 31 -1.87354 -0.00000 0.00000 4301 1.87354 0.00000 0.00000 8006 49 -2.17880 -0.00000 0.00000 3402 2.17880 0.00000 0.00000 8007 56 -2.12429 -0.00000 0.00000 3402 2.12429 0.00000 0.00000 8008 70 -0.88723 0.00000 0.0 4303 0.88723 -0.00000 0.0

8009 502 -5.11817 0.00000 0.00000 2010 5.11817 -0.00000 0.0 8010 502 -3.49687 0.00000 0.00000 3303 3.49687 -0.00000 0.00000 8011 76 -0.93736 0.00000 0.00000 4302 0.93736 0.0 -0.00000 8012 76 -1.18058 -0.00000 0.00000 7001 1.18058 0.00000 -0.00000 *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of results of latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ $-------------------------- $-- SPREADER FRAME DISPLACEMENTS $-------------------------- $ LOAD LIST 'TW-AI' 'TW-WA' PRINT JOINT DISP JOINT 'J-FRAME' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Results after latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 0.15309 -0.04004 -0.09902 -0.84893 -0.22111 -0.12663 1017 0.15286 -0.08682 0.11289 -0.94047 -0.95572 -0.22677 2008 0.19412 -0.04749 -0.17989 0.27616 -0.17175 -0.19061 2018 0.19389 -0.09662 0.04646 0.36961 -1.05696 -0.09068 Joint Displacements at Free Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 0.15309 -0.03346 -0.12023 -0.84384 -0.28976 -0.07722 1002 0.15309 -0.03473 -0.11546 -0.84384 -0.28965 -0.07722 1003 0.15309 -0.03535 -0.11315 -0.84384 -0.28940 -0.07722 1004 0.15309 -0.03607 -0.11036 -0.84443 -0.28813 -0.07709 1005 0.15309 -0.03716 -0.10638 -0.84590 -0.27683 -0.08420 1006 0.15309 -0.03824 -0.10307 -0.84719 -0.25871 -0.09763 1008 0.15308 -0.04150 -0.09688 -0.85003 -0.19718 -0.14705 1009 0.15300 -0.05850 -0.07594 -0.85977 -0.37608 -0.17038 1010 0.15299 -0.06058 -0.07097 -0.86054 -0.41998 -0.15946 1011 0.15299 -0.06162 -0.06811 -0.86130 -0.44390 -0.15351 1012 0.15299 -0.06255 -0.06534 -0.86735 -0.46633 -0.14762 1013 0.15298 -0.06439 -0.05885 -0.87019 -0.52142 -0.13522 1014 0.15297 -0.06691 -0.04644 -0.87792 -0.65747 -0.10877 1015 0.15293 -0.07201 -0.00008 -0.89909 -0.93079 -0.08259 1016 0.15291 -0.07469 0.03006 -0.91049 -1.01099 -0.09650 1018 0.15287 -0.09006 0.12525 -0.94537 -0.92425 -0.25110 1019 0.15288 -0.09662 0.14822 -0.95466 -0.93077 -0.25306 1020 0.15288 -0.09861 0.15554 -0.95636 -0.94222 -0.24646 1021 0.15288 -0.10011 0.16129 -0.94961 -0.94137 -0.24344 1022 0.15288 -0.10350 0.17442 -0.94961 -0.94015 -0.24344 1023 0.15288 -0.10860 0.19409 -0.94961 -0.93895 -0.24344 1024 0.15288 -0.11285 0.21048 -0.94961 -0.93882 -0.24344 2001 0.19411 -0.02977 -0.19789 0.28174 -0.24653 -0.23424 2002 0.19411 -0.03363 -0.19383 0.28174 -0.24642 -0.23424 2003 0.19411 -0.03549 -0.19187 0.28174 -0.24617 -0.23424 2004 0.19411 -0.03694 -0.19036 0.28261 -0.24512 -0.23547 2005 0.19411 -0.03998 -0.18722 0.28143 -0.24288 -0.23737 2006 0.19412 -0.04397 -0.18322 0.27877 -0.21831 -0.22375 2007 0.19412 -0.04589 -0.18137 0.27739 -0.19665 -0.20875 2009 0.19410 -0.04933 -0.17832 0.27451 -0.14139 -0.16534 7001 0.19404 -0.05594 -0.17112 0.26578 -0.18486 -0.09349 2010 0.19400 -0.05996 -0.15899 0.25913 -0.42297 -0.11131 2011 0.19399 -0.06079 -0.15577 0.25845 -0.45551 -0.11720 2012 0.19399 -0.06158 -0.15266 0.25784 -0.48590 -0.12382 2013 0.19398 -0.06235 -0.14960 0.25937 -0.51447 -0.13014 2014 0.19398 -0.06340 -0.14541 0.26191 -0.54976 -0.13717 2015 0.19393 -0.08184 -0.05876 0.31769 -1.07612 -0.19581 2016 0.19392 -0.08438 -0.04444 0.32490 -1.10620 -0.19042 2017 0.19391 -0.08888 -0.01671 0.33846 -1.13558 -0.17224 2019 0.19390 -0.09831 0.07072 0.38269 -1.00371 -0.06368 2020 0.19390 -0.09877 0.07837 0.38692 -0.99703 -0.06303 2021 0.19390 -0.09971 0.09312 0.39172 -0.99778 -0.06887 2022 0.19390 -0.10013 0.09920 0.39048 -0.99592 -0.07070 2023 0.19390 -0.10057 0.10528 0.39063 -0.99510 -0.07070 2024 0.19390 -0.10161 0.12003 0.39063 -0.99413 -0.07070 2025 0.19390 -0.10260 0.13390 0.39063 -0.99353 -0.07070 2026 0.19390 -0.10384 0.15124 0.39063 -0.99341 -0.07070 3201 0.16965 -0.10012 0.09385 -0.56676 -0.95808 -0.16161 3202 0.17522 -0.10013 0.07777 -0.31129 -0.96514 -0.14896 3203 0.18276 -0.10013 0.07130 0.04651 -0.97546 -0.13423 3301 0.15433 -0.06162 -0.07557 -0.84361 -0.44521 -0.15361 3302 0.17034 -0.06160 -0.14617 -0.45642 -0.46095 -0.15134 3303 0.18203 -0.06159 -0.16583 -0.03254 -0.47277 -0.14547 3401 0.16003 -0.03539 -0.17197 -0.66511 -0.27778 -0.10909 3402 0.16763 -0.03542 -0.20252 -0.30300 -0.26833 -0.14062 3403 0.18000 -0.03546 -0.20732 0.13221 -0.25657 -0.18683 4103 0.19206 -0.10221 0.11821 0.39178 -0.99407 -0.07070 4201 0.15774 -0.06686 -0.08206 -0.89341 -0.41778 -0.14940

4202 0.16342 -0.07200 -0.09679 -0.67689 -0.58109 -0.14655 4203 0.17310 -0.08078 -0.07669 -0.20623 -0.94753 -0.13553 4204 0.17776 -0.08502 -0.05122 0.05727 -1.07808 -0.16944 4205 0.18723 -0.09361 0.01726 0.36244 -1.16077 -0.16272 4301 0.16189 -0.05547 -0.13579 -0.67927 -0.42269 -0.13169 4302 0.17412 -0.04844 -0.19419 -0.10708 -0.26144 -0.12657 4303 0.18489 -0.04225 -0.19732 0.23383 -0.19388 -0.17381 5001 0.18856 -0.06713 -0.14070 0.20918 -0.56394 -0.15036 5002 0.17998 -0.07471 -0.11589 0.01890 -0.74068 -0.15473 5003 0.16651 -0.08657 0.00512 -0.69281 -1.09369 -0.10897 5004 0.16372 -0.08903 0.04586 -0.85700 -1.12915 -0.13692 6001 0.15977 -0.06012 -0.10307 -0.84719 -0.25871 -0.09763 6002 0.19975 -0.03677 -0.18322 0.27877 -0.21831 -0.22375 6003 0.17903 -0.09821 0.03006 -0.91049 -1.01099 -0.09650 6004 0.22250 -0.07599 -0.04444 0.32490 -1.10620 -0.19042 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1007 -0.01909 -0.05515 0.02660 -0.71063 0.38696 -0.05791 1017 -0.01927 -0.07826 0.00918 -0.79237 -0.19032 -0.13731 2008 0.00165 -0.06098 -0.05440 0.14093 0.41918 -0.10781 2018 0.00147 -0.08616 -0.06125 0.21847 -0.26843 -0.02774 Joint Displacements at Free Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1001 -0.01909 -0.05319 0.05307 -0.70320 0.33407 -0.01896 1002 -0.01909 -0.05350 0.04756 -0.70320 0.33416 -0.01896 1003 -0.01909 -0.05365 0.04491 -0.70320 0.33438 -0.01896 1004 -0.01909 -0.05382 0.04170 -0.70407 0.33541 -0.01881 1005 -0.01909 -0.05409 0.03699 -0.70621 0.34416 -0.02436 1006 -0.01909 -0.05443 0.03273 -0.70808 0.35808 -0.03496 1008 -0.01909 -0.05586 0.02242 -0.71223 0.40518 -0.07410 1009 -0.01916 -0.06544 -0.01252 -0.72643 0.25418 -0.09353 1010 -0.01916 -0.06657 -0.01552 -0.72756 0.21860 -0.08503 1011 -0.01917 -0.06712 -0.01691 -0.72765 0.19954 -0.08034 1012 -0.01917 -0.06760 -0.01807 -0.73161 0.18169 -0.07571 1013 -0.01917 -0.06852 -0.02016 -0.73397 0.13931 -0.06577 1014 -0.01918 -0.06965 -0.02193 -0.74040 0.03443 -0.04452 1015 -0.01921 -0.07128 -0.01719 -0.75799 -0.17679 -0.02321 1016 -0.01923 -0.07210 -0.01063 -0.76745 -0.23854 -0.03407 1018 -0.01926 -0.08027 0.01144 -0.79644 -0.16438 -0.15667 1019 -0.01925 -0.08441 0.01534 -0.80416 -0.16715 -0.15845 1020 -0.01925 -0.08565 0.01667 -0.80557 -0.17570 -0.15328 1021 -0.01925 -0.08659 0.01773 -0.80045 -0.17495 -0.15099 1022 -0.01925 -0.08869 0.02016 -0.80045 -0.17389 -0.15099 1023 -0.01925 -0.09186 0.02379 -0.80045 -0.17285 -0.15099 1024 -0.01925 -0.09449 0.02680 -0.80045 -0.17274 -0.15099 2001 0.00165 -0.05030 -0.02582 0.14395 0.36351 -0.14178 2002 0.00165 -0.05264 -0.03181 0.14395 0.36360 -0.14178 2003 0.00165 -0.05377 -0.03471 0.14395 0.36381 -0.14178 2004 0.00165 -0.05464 -0.03692 0.14541 0.36461 -0.14270 2005 0.00165 -0.05649 -0.04155 0.14459 0.36572 -0.14418 2006 0.00165 -0.05891 -0.04782 0.14274 0.38369 -0.13359 2007 0.00165 -0.06005 -0.05121 0.14178 0.40009 -0.12192 2009 0.00164 -0.06199 -0.05896 0.13978 0.44255 -0.08817 7001 0.00159 -0.06490 -0.08402 0.13372 0.40988 -0.03307 2010 0.00156 -0.06637 -0.09801 0.12910 0.22513 -0.04760 2011 0.00155 -0.06673 -0.09958 0.12863 0.19963 -0.05222 2012 0.00155 -0.06709 -0.10083 0.12820 0.17577 -0.05738 2013 0.00155 -0.06745 -0.10183 0.12933 0.15338 -0.06238 2014 0.00155 -0.06796 -0.10292 0.13138 0.12571 -0.06799 2015 0.00151 -0.07845 -0.09127 0.17648 -0.28831 -0.11395 2016 0.00150 -0.07992 -0.08731 0.18231 -0.31186 -0.10941 2017 0.00149 -0.08246 -0.07924 0.19328 -0.33439 -0.09439 2019 0.00148 -0.08644 -0.05556 0.22904 -0.22449 -0.00575 2020 0.00148 -0.08646 -0.05388 0.23246 -0.21884 -0.00522 2021 0.00148 -0.08654 -0.05067 0.23634 -0.21920 -0.00997 2022 0.00148 -0.08661 -0.04935 0.23534 -0.21765 -0.01144 2023 0.00148 -0.08668 -0.04802 0.23548 -0.21694 -0.01144 2024 0.00148 -0.08685 -0.04481 0.23548 -0.21610 -0.01144 2025 0.00148 -0.08701 -0.04180 0.23548 -0.21557 -0.01144 2026 0.00148 -0.08721 -0.03804 0.23548 -0.21547 -0.01144 3201 -0.00944 -0.08660 -0.04016 -0.50606 -0.18803 -0.08773 3202 -0.00650 -0.08660 -0.05506 -0.30988 -0.19356 -0.07683 3203 -0.00275 -0.08660 -0.06376 -0.03404 -0.20164 -0.06347 3301 -0.01846 -0.06712 -0.02321 -0.71473 0.19880 -0.08026 3302 -0.01019 -0.06710 -0.08455 -0.41817 0.18989 -0.07734 3303 -0.00427 -0.06709 -0.10494 -0.09263 0.18320 -0.07278 3401 -0.01673 -0.05368 -0.00432 -0.56648 0.34229 -0.04481 3402 -0.01325 -0.05371 -0.03154 -0.30301 0.34873 -0.06972 3403 -0.00663 -0.05374 -0.04124 0.01864 0.35673 -0.10555 4103 0.00118 -0.08694 -0.04914 0.23648 -0.21604 -0.01144 4201 -0.01669 -0.06986 -0.04807 -0.73983 0.20777 -0.07853 4202 -0.01376 -0.07254 -0.07980 -0.58452 0.09137 -0.07386 4203 -0.00912 -0.07680 -0.10349 -0.23733 -0.17873 -0.06468 4204 -0.00670 -0.07902 -0.10105 -0.02944 -0.28153 -0.09270 4205 -0.00146 -0.08380 -0.07891 0.21325 -0.34814 -0.08726 4301 -0.01463 -0.06397 -0.05079 -0.60037 0.21278 -0.06401 4302 -0.00894 -0.06072 -0.07169 -0.14199 0.35268 -0.05787 4303 -0.00365 -0.05769 -0.05415 0.12375 0.41073 -0.09348 5001 -0.00118 -0.06983 -0.11092 0.08712 0.11446 -0.07738 5002 -0.00565 -0.07376 -0.11454 -0.06437 -0.02267 -0.08001 5003 -0.01183 -0.07914 -0.06541 -0.60660 -0.29047 -0.04448 5004 -0.01308 -0.08022 -0.04370 -0.73120 -0.31769 -0.06629 6001 -0.02834 -0.07272 0.03273 -0.70808 0.35808 -0.03496

6002 -0.00826 -0.05522 -0.04782 0.14274 0.38369 -0.13359 6003 -0.01306 -0.09193 -0.01063 -0.76745 -0.23854 -0.03407 6004 0.00956 -0.07521 -0.08731 0.18231 -0.31186 -0.10941 *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of results of latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $ $-------------------------- $-- SPOOL DISPLACEMENTS $-------------------------- $ LOAD LIST 'TW-AI' 'TW-WA' PRINT JOINT DISP JOINT 'J-SPOOL' *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * Results after latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* Job id - LIFTING , Job title - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME Active Units - Length: M ; Force: MTON; Angle: DEG ; Temperature: KELV; Time: SEC ; Mass: MTON Loading TW-AI ; Title - Joint Displacements at Support Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 20 0.17965 0.12813 -0.09103 0.50123 -0.57048 0.47754 28 0.18464 0.07337 -0.10845 0.57079 -0.16716 0.36565 31 0.18699 0.05747 -0.13756 0.66076 -0.82642 0.31409 49 0.18614 0.02697 -0.21778 0.57062 -0.39045 0.16619 56 0.17683 0.02484 -0.19463 -0.06324 -0.27152 -0.03721 70 0.18116 0.01761 -0.19812 -0.12782 -0.20695 -0.27452 502 0.16360 -0.05389 -0.16490 0.23025 -0.24097 -0.53829 501 0.02022 0.12596 0.05692 0.59882 -2.56808 0.52049 Joint Displacements at Free Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 0.11540 0.14815 0.05688 0.60259 -2.58798 0.52049 2 0.11571 0.14275 0.02961 0.60587 -2.58222 0.52007 3 0.11603 0.13736 0.00274 0.60398 -2.51092 0.51881 4 0.11640 0.13136 -0.02598 0.59579 -2.35375 0.51642 5 0.11669 0.12664 -0.04709 0.58480 -2.17238 0.51379 6 0.11699 0.12600 -0.05017 0.58276 -2.14027 0.51334 7 0.11780 0.12552 -0.05306 0.58065 -2.10757 0.51288 8 0.11907 0.12521 -0.05574 0.57845 -2.07392 0.51242 9 0.12075 0.12509 -0.05814 0.57616 -2.03929 0.51193 10 0.12277 0.12515 -0.06018 0.57379 -2.00389 0.51142 11 0.12506 0.12539 -0.06180 0.57138 -1.96805 0.51086 12 0.12753 0.12580 -0.06298 0.56895 -1.93189 0.51026 13 0.13010 0.12638 -0.06369 0.56652 -1.89551 0.50962 14 0.13273 0.12710 -0.06394 0.56409 -1.85867 0.50898 15 0.14610 0.13133 -0.06400 0.55142 -1.66096 0.50531 16 0.15799 0.13546 -0.06404 0.53951 -1.46726 0.50164 17 0.16843 0.13950 -0.06408 0.52837 -1.27765 0.49797 18 0.17743 0.14347 -0.06412 0.51802 -1.09221 0.49431 19 0.17856 0.13622 -0.07890 0.50446 -0.77610 0.48751 21 0.18064 0.12023 -0.10052 0.50314 -0.42937 0.46594 22 0.18145 0.11299 -0.10690 0.50255 -0.26604 0.45426 23 0.18217 0.10566 -0.11062 0.50172 -0.09264 0.44126 24 0.18292 0.09658 -0.11139 0.50400 0.08817 0.42335 25 0.18325 0.09197 -0.11046 0.50821 0.14507 0.41340 26 0.18368 0.08549 -0.10844 0.51984 0.15777 0.39828 27 0.18412 0.07929 -0.10709 0.53998 0.06288 0.38236 29 0.18531 0.06776 -0.11439 0.60462 -0.43577 0.34852 30 0.18610 0.06246 -0.12434 0.63388 -0.64630 0.33133 32 0.18796 0.05277 -0.15343 0.68241 -0.94029 0.29708 33 0.18894 0.04837 -0.17034 0.69602 -0.95218 0.28058 34 0.18989 0.04425 -0.18679 0.70375 -0.88968 0.26461 35 0.19075 0.04039 -0.20176 0.70777 -0.78037 0.24915 36 0.19152 0.03679 -0.21470 0.71027 -0.65192 0.23422 37 0.19220 0.03344 -0.22552 0.71342 -0.53186 0.21980 38 0.19278 0.03033 -0.23458 0.71938 -0.44785 0.20591 39 0.19280 0.03007 -0.23520 0.71996 -0.44334 0.20476 40 0.19276 0.02982 -0.23561 0.72030 -0.43933 0.20362 41 0.19267 0.02956 -0.23583 0.72037 -0.43569 0.20247 42 0.19252 0.02931 -0.23584 0.72014 -0.43237 0.20131 43 0.19233 0.02908 -0.23564 0.71958 -0.42932 0.20013 44 0.19209 0.02887 -0.23525 0.71868 -0.42655 0.19893 45 0.19183 0.02870 -0.23467 0.71741 -0.42400 0.19771 46 0.19154 0.02855 -0.23393 0.71574 -0.42165 0.19645 47 0.19124 0.02845 -0.23304 0.71361 -0.41944 0.19515 48 0.18833 0.02765 -0.22405 0.66043 -0.40113 0.18036 50 0.18327 0.02634 -0.21013 0.42787 -0.37368 0.14048 51 0.18121 0.02587 -0.20528 0.34881 -0.35681 0.11678 52 0.17950 0.02548 -0.20134 0.28832 -0.33832 0.09071 53 0.17817 0.02518 -0.19816 0.23163 -0.31939 0.06228 54 0.17726 0.02495 -0.19578 0.16396 -0.30117 0.03148 55 0.17681 0.02483 -0.19445 0.07059 -0.28482 -0.00169 57 0.17736 0.02501 -0.19670 -0.18502 -0.25715 -0.07444 58 0.17886 0.02541 -0.20111 -0.24921 -0.23050 -0.12513 59 0.18001 0.02566 -0.20360 -0.24945 -0.21413 -0.15195 60 0.18021 0.02568 -0.20394 -0.24793 -0.21154 -0.15602 61 0.18039 0.02567 -0.20422 -0.24599 -0.20897 -0.16004 62 0.18058 0.02563 -0.20444 -0.24365 -0.20647 -0.16404 63 0.18074 0.02555 -0.20459 -0.24089 -0.20409 -0.16806 64 0.18089 0.02543 -0.20466 -0.23779 -0.20192 -0.17205

65 0.18101 0.02528 -0.20465 -0.23438 -0.20000 -0.17603 66 0.18110 0.02511 -0.20457 -0.23075 -0.19840 -0.17998 67 0.18116 0.02490 -0.20442 -0.22696 -0.19713 -0.18391 68 0.18117 0.02468 -0.20420 -0.22302 -0.19620 -0.18787 69 0.18114 0.02227 -0.20189 -0.18563 -0.19687 -0.22363 71 0.18117 0.01599 -0.19694 -0.11047 -0.21035 -0.28889 72 0.18121 0.01218 -0.19420 -0.07212 -0.23058 -0.31843 73 0.18125 0.00884 -0.19176 -0.04117 -0.25247 -0.34056 74 0.18129 0.00334 -0.18763 0.00469 -0.27971 -0.37141 75 0.18134 -0.00163 -0.18394 0.04115 -0.28317 -0.39485 76 0.18142 -0.00694 -0.18035 0.07496 -0.25559 -0.41625 77 0.18140 -0.00748 -0.18003 0.07809 -0.25130 -0.41819 78 0.18134 -0.00802 -0.17972 0.08112 -0.24771 -0.42002 79 0.18123 -0.00853 -0.17945 0.08404 -0.24478 -0.42178 80 0.18108 -0.00903 -0.17920 0.08686 -0.24240 -0.42354 81 0.18089 -0.00948 -0.17898 0.08958 -0.24053 -0.42534 82 0.18066 -0.00988 -0.17880 0.09220 -0.23908 -0.42720 83 0.18040 -0.01022 -0.17867 0.09475 -0.23795 -0.42915 84 0.18013 -0.01049 -0.17859 0.09726 -0.23705 -0.43122 85 0.17983 -0.01068 -0.17855 0.09979 -0.23625 -0.43342 86 0.17782 -0.01178 -0.17846 0.11605 -0.23156 -0.44866 87 0.17585 -0.01301 -0.17838 0.13044 -0.22771 -0.46382 88 0.17391 -0.01437 -0.17829 0.14295 -0.22456 -0.47890 89 0.17200 -0.01584 -0.17821 0.15359 -0.22199 -0.49390 90 0.17170 -0.01613 -0.17817 0.15505 -0.22164 -0.49620 91 0.17143 -0.01653 -0.17807 0.15641 -0.22133 -0.49838 92 0.17119 -0.01702 -0.17793 0.15772 -0.22108 -0.50045 93 0.17098 -0.01759 -0.17775 0.15902 -0.22092 -0.50240 94 0.17081 -0.01822 -0.17752 0.16034 -0.22085 -0.50424 95 0.17069 -0.01891 -0.17726 0.16171 -0.22089 -0.50598 96 0.17062 -0.01962 -0.17698 0.16315 -0.22105 -0.50764 97 0.17059 -0.02033 -0.17667 0.16466 -0.22130 -0.50925 98 0.17062 -0.02104 -0.17636 0.16629 -0.22167 -0.51087 99 0.17118 -0.02825 -0.17304 0.18352 -0.22900 -0.52492 100 0.17155 -0.03309 -0.17079 0.19485 -0.23373 -0.53144 101 0.17202 -0.03926 -0.16789 0.20897 -0.23790 -0.53658 102 0.17250 -0.04547 -0.16493 0.22291 -0.24006 -0.53829 Loading TW-WA ; Title - Joint Displacements at Support Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 20 -0.09901 0.02006 -0.10517 0.23830 0.03249 0.30447 28 -0.09788 -0.01458 -0.06237 0.27272 0.40989 0.21728 31 -0.09754 -0.02372 -0.05220 0.32612 0.04330 0.16742 49 -0.09558 -0.03368 -0.03873 0.27918 0.25055 -0.04922 56 -0.08158 -0.03319 -0.02863 -0.13933 0.31627 -0.20270 70 -0.06634 -0.04304 -0.05498 -0.30709 0.35745 -0.34172 502 -0.03096 -0.06060 -0.10323 -0.34031 0.32240 -0.36214 501 -0.16482 0.02526 -0.04861 0.29413 -1.15146 0.33137 Joint Displacements at Free Joints in Joint Reference Frame Joint Type Displac.-x Displac.-y Displac.-z Rotation-x Rotation-y Rotation-z 1 -0.12206 0.03617 -0.04864 0.29677 -1.16744 0.33137 2 -0.12184 0.03273 -0.06100 0.29917 -1.16817 0.33111 3 -0.12162 0.02931 -0.07314 0.29825 -1.12692 0.33032 4 -0.12137 0.02549 -0.08593 0.29333 -1.03119 0.32882 5 -0.12117 0.02249 -0.09507 0.28656 -0.91892 0.32718 6 -0.12103 0.02207 -0.09637 0.28529 -0.89895 0.32689 7 -0.12068 0.02173 -0.09759 0.28398 -0.87859 0.32661 8 -0.12014 0.02149 -0.09870 0.28261 -0.85764 0.32632 9 -0.11944 0.02134 -0.09969 0.28119 -0.83607 0.32601 10 -0.11860 0.02129 -0.10053 0.27971 -0.81402 0.32569 11 -0.11767 0.02135 -0.10119 0.27821 -0.79170 0.32534 12 -0.11668 0.02151 -0.10166 0.27670 -0.76919 0.32497 13 -0.11565 0.02176 -0.10195 0.27519 -0.74657 0.32457 14 -0.11462 0.02210 -0.10205 0.27369 -0.72367 0.32416 15 -0.10959 0.02414 -0.10207 0.26586 -0.60125 0.32186 16 -0.10547 0.02612 -0.10209 0.25857 -0.48206 0.31957 17 -0.10225 0.02805 -0.10210 0.25182 -0.36616 0.31727 18 -0.09990 0.02994 -0.10210 0.24562 -0.25361 0.31497 19 -0.09943 0.02527 -0.10474 0.23815 -0.06868 0.31071 21 -0.09863 0.01497 -0.10447 0.24164 0.09382 0.29692 22 -0.09834 0.01031 -0.10255 0.24225 0.18414 0.28881 23 -0.09810 0.00561 -0.09880 0.24175 0.29322 0.27930 24 -0.09793 -0.00018 -0.09127 0.24181 0.42506 0.26551 25 -0.09789 -0.00309 -0.08626 0.24316 0.47796 0.25757 26 -0.09787 -0.00715 -0.07815 0.24792 0.51944 0.24517 27 -0.09788 -0.01098 -0.06981 0.25730 0.50280 0.23174 29 -0.09782 -0.01791 -0.05697 0.29079 0.28381 0.20176 30 -0.09771 -0.02096 -0.05358 0.30810 0.16767 0.18514 32 -0.09733 -0.02615 -0.05284 0.34176 -0.05033 0.14853 33 -0.09710 -0.02826 -0.05444 0.35196 -0.07431 0.12839 34 -0.09691 -0.03000 -0.05599 0.35815 -0.04676 0.10700 35 -0.09677 -0.03138 -0.05678 0.36176 0.01416 0.08436 36 -0.09671 -0.03237 -0.05639 0.36422 0.09027 0.06048 37 -0.09672 -0.03294 -0.05473 0.36697 0.16347 0.03535 38 -0.09682 -0.03308 -0.05199 0.37142 0.21557 0.00897 39 -0.09682 -0.03308 -0.05168 0.37184 0.21839 0.00671 40 -0.09683 -0.03307 -0.05129 0.37212 0.22090 0.00447 41 -0.09684 -0.03307 -0.05082 0.37223 0.22318 0.00221 42 -0.09684 -0.03308 -0.05028 0.37216 0.22526 -0.00005 43 -0.09683 -0.03309 -0.04971 0.37189 0.22715 -0.00231 44 -0.09682 -0.03310 -0.04910 0.37140 0.22888 -0.00456 45 -0.09680 -0.03312 -0.04850 0.37068 0.23046 -0.00680 46 -0.09677 -0.03314 -0.04791 0.36970 0.23191 -0.00903 47 -0.09674 -0.03317 -0.04734 0.36843 0.23327 -0.01129

48 -0.09623 -0.03345 -0.04225 0.33553 0.24437 -0.03285 50 -0.09434 -0.03380 -0.03459 0.18935 0.26014 -0.07453 51 -0.09295 -0.03385 -0.03210 0.13938 0.26985 -0.09549 52 -0.09128 -0.03385 -0.03019 0.10043 0.28043 -0.11660 53 -0.08930 -0.03378 -0.02877 0.06279 0.29113 -0.13788 54 -0.08703 -0.03366 -0.02789 0.01674 0.30118 -0.15933 55 -0.08445 -0.03347 -0.02774 -0.04740 0.30982 -0.18093 57 -0.07840 -0.03280 -0.03083 -0.22636 0.32315 -0.22500 58 -0.07372 -0.03216 -0.03505 -0.28516 0.33672 -0.25580 59 -0.07108 -0.03180 -0.03750 -0.29717 0.34519 -0.27228 60 -0.07067 -0.03177 -0.03792 -0.29815 0.34650 -0.27480 61 -0.07025 -0.03181 -0.03841 -0.29891 0.34772 -0.27729 62 -0.06985 -0.03190 -0.03896 -0.29950 0.34884 -0.27977 63 -0.06946 -0.03205 -0.03957 -0.29997 0.34985 -0.28227 64 -0.06911 -0.03226 -0.04019 -0.30032 0.35073 -0.28475 65 -0.06881 -0.03252 -0.04083 -0.30061 0.35149 -0.28722 66 -0.06856 -0.03281 -0.04145 -0.30086 0.35213 -0.28966 67 -0.06837 -0.03315 -0.04205 -0.30108 0.35266 -0.29207 68 -0.06826 -0.03351 -0.04260 -0.30131 0.35310 -0.29449 69 -0.06752 -0.03708 -0.04748 -0.30330 0.35386 -0.31534 71 -0.06598 -0.04493 -0.05727 -0.30844 0.35953 -0.34829 72 -0.06518 -0.04913 -0.06221 -0.31076 0.35362 -0.36017 73 -0.06455 -0.05258 -0.06605 -0.31237 0.34321 -0.36740 74 -0.06361 -0.05788 -0.07163 -0.31520 0.32810 -0.37446 75 -0.06283 -0.06235 -0.07615 -0.31865 0.32523 -0.37687 76 -0.06205 -0.06683 -0.08074 -0.32379 0.34010 -0.37611 77 -0.06193 -0.06723 -0.08120 -0.32437 0.34248 -0.37589 78 -0.06176 -0.06754 -0.08164 -0.32490 0.34440 -0.37568 79 -0.06152 -0.06776 -0.08206 -0.32538 0.34591 -0.37548 80 -0.06122 -0.06789 -0.08243 -0.32582 0.34705 -0.37528 81 -0.06087 -0.06792 -0.08276 -0.32621 0.34787 -0.37507 82 -0.06049 -0.06784 -0.08303 -0.32656 0.34842 -0.37486 83 -0.06007 -0.06767 -0.08323 -0.32689 0.34876 -0.37463 84 -0.05963 -0.06741 -0.08336 -0.32720 0.34894 -0.37440 85 -0.05919 -0.06705 -0.08342 -0.32751 0.34905 -0.37415 86 -0.05616 -0.06435 -0.08356 -0.32942 0.34916 -0.37240 87 -0.05313 -0.06163 -0.08370 -0.33106 0.34851 -0.37066 88 -0.05011 -0.05889 -0.08384 -0.33242 0.34716 -0.36894 89 -0.04710 -0.05615 -0.08398 -0.33351 0.34522 -0.36722 90 -0.04663 -0.05576 -0.08404 -0.33365 0.34486 -0.36696 91 -0.04618 -0.05548 -0.08419 -0.33378 0.34449 -0.36671 92 -0.04575 -0.05530 -0.08441 -0.33390 0.34407 -0.36647 93 -0.04535 -0.05523 -0.08471 -0.33401 0.34361 -0.36625 94 -0.04500 -0.05527 -0.08507 -0.33412 0.34309 -0.36604 95 -0.04471 -0.05543 -0.08548 -0.33423 0.34252 -0.36584 96 -0.04448 -0.05569 -0.08593 -0.33434 0.34188 -0.36565 97 -0.04433 -0.05604 -0.08640 -0.33446 0.34119 -0.36546 98 -0.04425 -0.05650 -0.08690 -0.33458 0.34043 -0.36528 99 -0.04383 -0.06154 -0.09194 -0.33579 0.33153 -0.36367 100 -0.04356 -0.06485 -0.09519 -0.33667 0.32680 -0.36292 101 -0.04322 -0.06901 -0.09923 -0.33797 0.32319 -0.36233 102 -0.04287 -0.07317 -0.10325 -0.33947 0.32218 -0.36214 *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* * End of results of latest analysis * *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* $---------------------------------------------- $ $ API CHECK WITH DAF = 2.00 $ $---------------------------------------------- $ UNITS METER TON DEGREE SECOND $ LOAD LIST 'TW-DAF-A' 'TW-DAF-W' $ INACTIVE MEMBER ALL ACTIVATE MEMBER 'M-SPOOL' $ INIT REPORT 'API-SPOO' API MEMBER MIN 0.250 'API SPOOL MEMBER CHECK' API LO 0.65 WSD NS 11 MEMBER OPERATING ***************************************************************************************************************************** * * * Code checking of members according to API RP 2A-WSD 21th edition. December 2000. * * * * Type of loading is : operating. Alpha : 1.000 * * Output results for the members with a ratio > 0.650 * * * ***************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 4 START 4 END 5 TYPE TUBE LENGTH 0.524 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.002 0.539 0.008 0.540 0.053 0.540 * * 1.000 NORMALIZED RATIO 0.002 0.708 0.010 0.710 0.050 0.710 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 *

* EFFECTIVE STRESS 46.299 24261.697 353.935 911.617 * * LOADING TW-DAF-A 0.320 5.962 0.087 2.617 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 5 START 5 END 6 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.003 0.708 0.006 0.711 0.048 0.711 * * 1.000 NORMALIZED RATIO 0.003 0.733 0.006 0.736 0.047 0.736 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 78.682 25102.742 219.718 862.250 * * LOADING TW-DAF-A 0.544 6.169 0.054 2.547 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 6 START 6 END 7 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.005 0.733 0.002 0.738 0.044 0.738 * * 1.000 NORMALIZED RATIO 0.005 0.755 0.002 0.760 0.043 0.760 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 140.992 25877.151 84.705 789.851 * * LOADING TW-DAF-A 0.975 6.359 -0.021 2.380 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 7 START 7 END 8 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.007 0.755 0.011 0.762 0.038 0.762 * * 1.000 NORMALIZED RATIO 0.007 0.776 0.012 0.783 0.038 0.783 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 195.775 26573.082 395.812 694.105 * * LOADING TW-DAF-A 1.354 6.530 -0.097 2.149 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 8 START 8 END 9 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.775 0.020 0.785 0.032 0.785 * * 1.000 NORMALIZED RATIO 0.009 0.793 0.021 0.802 0.031 0.802 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 244.439 27171.906 714.951 568.585 * * LOADING TW-DAF-A 1.691 6.677 -0.176 1.853 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 9 START 9 END 10 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.010 0.793 0.029 0.804 0.025 0.804 * * 1.000 NORMALIZED RATIO 0.010 0.807 0.030 0.818 0.025 0.818 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 283.660 27657.011 1015.015 450.262 * * LOADING TW-DAF-A 1.962 6.797 -0.249 1.510 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 10 START 10 END 11 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.012 0.807 0.037 0.819 0.022 0.819 * * 1.000 NORMALIZED RATIO 0.011 0.818 0.038 0.830 0.021 0.830 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 313.571 28013.210 1288.073 392.615 * * LOADING TW-DAF-A 2.169 6.884 -0.317 1.126 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * *

* MEMBER 11 START 11 END 12 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.012 0.817 0.044 0.831 0.018 0.831 * * 1.000 NORMALIZED RATIO 0.012 0.824 0.044 0.837 0.018 0.837 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 332.691 28236.965 1514.456 330.154 * * LOADING TW-DAF-A 2.301 6.939 -0.372 0.722 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 12 START 12 END 13 TYPE TUBE LENGTH 0.079 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.013 0.824 0.049 0.838 0.015 0.838 * * 1.000 NORMALIZED RATIO 0.012 0.827 0.049 0.841 0.015 0.841 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 341.217 28325.698 1687.823 265.897 * * LOADING TW-DAF-A 2.360 6.961 -0.415 0.306 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 13 START 13 END 14 TYPE TUBE LENGTH 0.080 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.013 0.827 0.053 0.841 0.011 0.841 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 343.646 28317.936 1817.186 201.692 * * LOADING TW-DAF-A 2.377 6.959 -0.447 0.118 OPERATING * * * * 1.000 NORMALIZED RATIO 0.012 0.825 0.053 0.839 0.011 0.839 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 14 START 14 END 15 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.010 0.825 0.054 0.837 0.017 0.837 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 274.302 28277.301 1847.342 301.924 * * LOADING TW-DAF-A 1.897 6.949 -0.454 0.324 OPERATING * * * * 1.000 NORMALIZED RATIO 0.009 0.809 0.051 0.819 0.017 0.819 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 15 START 15 END 16 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.009 0.809 0.051 0.819 0.017 0.819 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 248.671 27711.822 1738.669 301.959 * * LOADING TW-DAF-A 1.720 6.810 -0.427 0.326 OPERATING * * * * 1.000 NORMALIZED RATIO 0.008 0.792 0.048 0.802 0.017 0.802 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 16 START 16 END 17 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.075 0.792 0.048 0.868 0.017 0.868 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -240.974 -2.714+04 -1629.633 305.830 * * LOADING TW-DAF-A -1.667 6.671 -0.400 0.339 OPERATING * * * * 1.000 NORMALIZED RATIO 0.082 0.775 0.044 0.859 0.017 0.859 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 17 START 17 END 18 TYPE TUBE LENGTH 0.436 M FYLD 45683.288 * * *

* PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.082 0.775 0.044 0.859 0.017 0.859 * * ALLOWABLE STRESS -3233.248 -3.426+04 -3.426+04 (3.3.1-3) 18273.315 * * EFFECTIVE STRESS -266.582 -2.655+04 -1519.316 303.004 * * LOADING TW-DAF-A -1.844 6.525 -0.373 0.339 OPERATING * * * * 1.000 NORMALIZED RATIO 0.090 0.758 0.041 0.849 0.017 0.849 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 18 START 18 END 19 TYPE TUBE LENGTH 0.883 M FYLD 45683.288 * * * * PROP. SPEC. KY 1.000 LYR (M) 10.000 KZ 1.000 LZR (M) 10.000 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 6.625 WT 0.563 (IN) 182.907 182.907 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.001 0.759 0.011 0.760 0.049 0.760 * * ALLOWABLE STRESS 27409.973 34262.466 34262.466 (3.3.1-2) 18273.315 * * EFFECTIVE STRESS 36.719 25992.385 362.683 896.553 * * LOADING TW-DAF-A 0.254 6.388 0.089 2.034 OPERATING * * * * 1.000 NORMALIZED RATIO 0.001 0.524 0.015 0.525 0.056 0.525 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * 101 members were checked. * * * * 101 members passed code check. * * * * 0 members failed code check. * * * * 0 members with an error status. * * * ***************************************************************************************************************************** PRINT REPORT 'API-SPOO' ****************************************************************************************************************************** * * * SUMMARY OF API RATIOS FOR MEMBERS * * * ****************************************************************************************************************************** * * * REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 1/ 2 * * * * API SPOOL MEMBER CHECK * * * ****************************************************************************************************************************** * MEMBER * PROPERTIES * LOADING * SECT. * RATIO * *----------------------------------------------------------------------------------------------------------------------------* * 16 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.868 CB * * 17 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.859 CB * * 13 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.841 CB * * 12 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.841 CB * * 11 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.837 CB * * 14 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.837 CB * * 10 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.830 CB * * 15 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.819 CB * * 9 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.818 CB * * 8 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.802 CB * * 7 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.783 CB * * 6 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.760 CB * * 18 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.760 CB * * 5 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.736 CB * * 4 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.710 CB * * 27 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.620 CB * * 28 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.579 CB * * 3 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.540 CB * * 19 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.525 CB * * 29 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.445 CB * * 55 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.399 CB * * 56 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.381 CB * * 49 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.367 CB * * 30 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.362 CB * * 22 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.100 * 0.361 CB * * 21 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.360 CB * * 23 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.341 CB * * 26 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.340 CB * * 48 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.335 CB * * 31 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.331 CB * * 20 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.329 CB * * 2 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.318 CB * * 54 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 1.000 * 0.292 CB * * 50 * TUBE OD 6.625 WT 0.563 (IN) * TW-DAF-A OPE * 0.0 * 0.250 CB * ****************************************************************************************************************************** ****************************************************************************************************************************** * * * REPORT : API-SPOO RATIOS ABOVE 0.250 PAGE 2/ 2 * * * * API SPOOL MEMBER CHECK * * * ****************************************************************************************************************************** * * * TOTAL OF 34 MEMBERS WERE CHECKED * * *

* 0 MEMBERS WITH AN ERROR STATUS * * 0 MEMBERS FAILED CODE CHECK * * 34 MEMBERS PASSED CODE CHECK * * * ****************************************************************************************************************************** $ $ INACTIVE MEMBER ALL ACTIVATE MEMBER 'M-FRAME' $ INIT REPORT 'API-FRAM' API MEMBER MIN 0.250 'API SPREADER MEMBER CHECK' API LO 0.65 WSD NS 11 MEMBER OPERATING ***************************************************************************************************************************** * * * Code checking of members according to API RP 2A-WSD 21th edition. December 2000. * * * * Type of loading is : operating. Alpha : 1.000 * * Output results for the members with a ratio > 0.650 * * * ***************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ***************************************************************************************************************************** * * * MEMBER 1008 START 1008 END 1009 TYPE TUBE LENGTH 5.300 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.300 KZ 1.000 LZR (M) 5.300 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 30.256 30.256 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.032 0.226 0.219 0.347 0.095 0.347 * * 1.000 NORMALIZED RATIO 0.032 0.678 0.157 0.728 0.084 0.728 * * ALLOWABLE STRESS -1.989+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -645.850 -1.788+04 -4139.062 1232.155 * * LOADING TW-DAF-A -12.763 -42.687 9.881 10.823 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1013 START 1013 END 1014 TYPE TUBE LENGTH 1.200 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 1.200 KZ 1.000 LZR (M) 1.200 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 6.850 6.850 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.021 0.853 0.182 0.894 0.074 0.894 * * ALLOWABLE STRESS -2.167+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -463.451 -2.249+04 -4806.990 1090.807 * * LOADING TW-DAF-A -9.159 -53.700 11.476 6.031 OPERATING * * * * 1.000 NORMALIZED RATIO 0.021 0.747 0.129 0.780 0.077 0.780 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 1014 START 1014 END 1015 TYPE TUBE LENGTH 3.283 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.283 KZ 1.000 LZR (M) 3.283 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 18.742 18.742 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.022 0.747 0.129 0.781 0.077 0.781 * * ALLOWABLE STRESS -2.086+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -463.451 -1.971+04 -3404.162 1126.818 * * LOADING TW-DAF-A -9.159 -47.045 8.127 6.387 OPERATING * * * * 1.000 NORMALIZED RATIO 0.022 0.419 0.016 0.442 0.084 0.442 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 7001 START 7001 END 2010 TYPE TUBE LENGTH 2.421 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.421 KZ 1.000 LZR (M) 2.421 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 13.821 13.821 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.038 0.468 0.044 0.508 0.104 0.508 * * 1.000 NORMALIZED RATIO 0.038 0.916 0.148 0.966 0.099 0.966 * * ALLOWABLE STRESS -2.122+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -816.524 -2.416+04 -3892.526 1449.668 * * LOADING TW-DAF-A -16.136 -57.674 -9.293 12.302 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 2014 START 2014 END 2015 TYPE TUBE LENGTH 5.800 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.800 KZ 1.000 LZR (M) 5.800 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 20.000 WT 0.500 (IN) 33.110 33.110 *

* * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.018 0.924 0.180 0.960 0.090 0.960 * * ALLOWABLE STRESS -1.963+04 -2.637+04 -2.637+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -358.402 -2.437+04 -4736.084 1322.509 * * LOADING TW-DAF-A -7.083 -58.190 -11.307 5.989 OPERATING * * * * 1.000 NORMALIZED RATIO 0.018 0.328 0.037 0.348 0.103 0.348 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3201 START 1021 END 3201 TYPE TUBE LENGTH 4.900 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.900 KZ 1.000 LZR (M) 4.900 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 31.058 31.058 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.263 0.154 0.311 0.057 0.311 * * 1.000 NORMALIZED RATIO 0.006 0.712 0.059 0.720 0.047 0.720 * * ALLOWABLE STRESS -1.982+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -121.151 -1.867+04 -1550.663 682.900 * * LOADING TW-DAF-A -1.885 -31.624 2.627 3.534 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3202 START 3201 END 3202 TYPE TUBE LENGTH 2.073 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.073 KZ 1.000 LZR (M) 2.073 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 13.139 13.139 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.006 0.712 0.059 0.720 0.047 0.720 * * 1.000 NORMALIZED RATIO 0.006 0.859 0.019 0.865 0.042 0.865 * * ALLOWABLE STRESS -2.127+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -121.151 -2.253+04 -493.934 615.737 * * LOADING TW-DAF-A -1.885 -38.166 0.837 3.011 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3203 START 3202 END 3203 TYPE TUBE LENGTH 3.027 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.027 KZ 1.000 LZR (M) 3.027 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 19.186 19.186 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.002 0.859 0.019 0.861 0.040 0.861 * * ALLOWABLE STRESS -2.083+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -39.636 -2.253+04 -493.934 588.909 * * LOADING TW-DAF-A -0.617 -38.166 0.837 2.803 OPERATING * * * * 1.000 NORMALIZED RATIO 0.002 0.643 0.043 0.646 0.047 0.646 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3402 START 3401 END 3402 TYPE TUBE LENGTH 3.500 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 3.500 KZ 1.000 LZR (M) 3.500 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 22.184 22.184 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.498 0.053 0.520 0.051 0.520 * * 1.000 NORMALIZED RATIO 0.019 0.812 0.062 0.833 0.043 0.833 * * ALLOWABLE STRESS -2.059+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -392.795 -2.130+04 -1630.027 634.150 * * LOADING TW-DAF-A -6.110 -36.070 -2.761 3.523 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 3403 START 3402 END 3403 TYPE TUBE LENGTH 4.350 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.350 KZ 1.000 LZR (M) 4.350 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 18.000 WT 0.437 (IN) 27.572 27.572 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.019 0.812 0.062 0.833 0.040 0.833 * * ALLOWABLE STRESS -2.014+04 -2.624+04 -2.624+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -388.253 -2.130+04 -1630.027 585.806 * * LOADING TW-DAF-A -6.040 -36.070 -2.761 3.147 OPERATING * * * * 1.000 NORMALIZED RATIO 0.019 0.448 0.074 0.473 0.050 0.473 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4202 START 4201 END 4202 TYPE TUBE LENGTH 2.955 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.955 KZ 1.000 LZR (M) 2.955 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 21.012 21.012 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * *

* 0.000 NORMALIZED RATIO 0.036 0.184 0.000 0.220 0.113 0.220 * * 1.000 NORMALIZED RATIO 0.036 0.869 0.011 0.905 0.106 0.905 * * ALLOWABLE STRESS -2.069+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -746.791 -2.229+04 -280.683 1562.866 * * LOADING TW-DAF-A -8.152 -23.683 0.298 6.050 OPERATING * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4203 START 4202 END 4203 TYPE TUBE LENGTH 5.305 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 5.305 KZ 1.000 LZR (M) 5.305 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 37.722 37.722 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.039 0.869 0.011 0.909 0.055 0.909 * * ALLOWABLE STRESS -1.917+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -755.179 -2.229+04 -280.683 803.858 * * LOADING TW-DAF-A -8.243 -23.683 0.298 1.910 OPERATING * * * * 1.000 NORMALIZED RATIO 0.039 0.403 0.013 0.442 0.067 0.442 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4204 START 4203 END 4204 TYPE TUBE LENGTH 2.326 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 2.326 KZ 1.000 LZR (M) 2.326 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 16.539 16.539 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.046 0.804 0.118 0.859 0.165 0.859 * * ALLOWABLE STRESS -2.103+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -975.408 -2.062+04 -3029.589 2417.577 * * LOADING TW-DAF-A -10.647 -21.911 -3.219 2.251 OPERATING * * * * 1.000 NORMALIZED RATIO 0.046 0.606 0.051 0.654 0.170 0.654 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * MEMBER 4205 START 4204 END 4205 TYPE TUBE LENGTH 4.212 M FYLD 36709.786 * * * * PROP. SPEC. KY 1.000 LYR (M) 4.212 KZ 1.000 LZR (M) 4.212 KY*LYR/RY KZ*LZR/RZ * * ALL TUBE OD 16.000 WT 0.344 (IN) 29.950 29.950 * * * * SECTION AXIAL BENDING-Y BENDING-Z AXIAL+BENDING SHEAR MAXIMUM * * * * 0.000 NORMALIZED RATIO 0.049 0.606 0.051 0.657 0.170 0.657 * * ALLOWABLE STRESS -1.992+04 -2.564+04 -2.564+04 (3.3.1-3) 14683.914 * * EFFECTIVE STRESS -975.407 -1.554+04 -1314.937 2491.661 * * LOADING TW-DAF-A -10.647 -16.507 -1.397 2.655 OPERATING * * * * 1.000 NORMALIZED RATIO 0.049 0.154 0.070 0.218 0.179 0.218 * * * ***************************************************************************************************************************** ***************************************************************************************************************************** * * * 82 members were checked. * * * * 82 members passed code check. * * * * 0 members failed code check. * * * * 0 members with an error status. * * * ***************************************************************************************************************************** PRINT REPORT 'API-FRAM' ****************************************************************************************************************************** * * * SUMMARY OF API RATIOS FOR MEMBERS * * * ****************************************************************************************************************************** * * * REPORT : API-FRAM RATIOS ABOVE 0.250 PAGE 1/ 2 * * * * API SPREADER MEMBER CHECK * * * ****************************************************************************************************************************** * MEMBER * PROPERTIES * LOADING * SECT. * RATIO * *----------------------------------------------------------------------------------------------------------------------------* * 7001 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.966 CB * * 2014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.960 CB * * 4203 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.909 CB * * 4202 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.905 CB * * 1013 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.894 CB * * 3202 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.865 CB * * 3203 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.861 CB * * 4204 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.859 CB * * 3403 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.833 CB * * 3402 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.833 CB * * 1014 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.781 CB * * 1008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.728 CB * * 3201 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.720 CB * * 4205 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.657 CB * * 3204 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.646 CB * * 3303 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.642 CB * * 3304 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.638 CB * * 5004 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.629 CB *

* 5006 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.610 CB * * 2012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.587 CB * * 2011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.585 CB * * 2008 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.574 CB * * 2010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.565 CB * * 2013 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.562 CB * * 4302 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.700 * 0.556 CB * * 3302 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.553 CB * * 4303 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.547 CB * * 2007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.540 CB * * 1012 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 0.0 * 0.540 CB * * 1016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.528 CB * * 5003 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.527 CB * * 1017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.524 CB * * 3401 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 1.000 * 0.521 CB * * 5005 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 0.0 * 0.520 CB * ****************************************************************************************************************************** ****************************************************************************************************************************** * * * REPORT : API-FRAM RATIOS ABOVE 0.250 PAGE 2/ 2 * * * * API SPREADER MEMBER CHECK * * * ****************************************************************************************************************************** * MEMBER * PROPERTIES * LOADING * SECT. * RATIO * *----------------------------------------------------------------------------------------------------------------------------* * 2009 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.509 CB * * 4206 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.505 CB * * 2017 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.488 CB * * 2018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.485 CB * * 4301 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 1.000 * 0.479 CB * * 1009 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.475 CB * * 3404 * TUBE OD 18.000 WT 0.437 (IN) * TW-DAF-A OPE * 0.0 * 0.473 CB * * 1011 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.472 CB * * 4201 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.470 CB * * 1010 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.467 CB * * 1007 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.457 CB * * 5002 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.453 CB * * 1015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.441 CB * * 2006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.434 CB * * 1006 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.427 CB * * 2015 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.347 CB * * 2005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.317 CB * * 1018 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.294 CB * * 1005 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 1.000 * 0.280 CB * * 2016 * TUBE OD 20.000 WT 0.500 (IN) * TW-DAF-A OPE * 0.0 * 0.263 CB * * 5001 * TUBE OD 16.000 WT 0.625 (IN) * TW-DAF-A OPE * 1.000 * 0.260 CB * * 4304 * TUBE OD 16.000 WT 0.344 (IN) * TW-DAF-A OPE * 0.0 * 0.257 CB * * 1019 * TUBE OD 20.000 WT 0.906 (IN) * TW-DAF-A OPE * 1.000 * 0.253 CB * ****************************************************************************************************************************** * * * TOTAL OF 57 MEMBERS WERE CHECKED * * * * 0 MEMBERS WITH AN ERROR STATUS * * 0 MEMBERS FAILED CODE CHECK * * 57 MEMBERS PASSED CODE CHECK * * * ****************************************************************************************************************************** $ $ $---------------------------------------------- $ $ JOINT CHECK WITH DAF =2.0 $ $---------------------------------------------- $ $ $-------------------------- $ $ TUBULAR INTERSECTION $ $-------------------------- $ TUBULAR INTERSECTIONS 1003 JOINT 1003 - CHORD MEMBERS 1002 1003 - BRACE ONLY 3401 $ TUBULAR INTERSECTIONS 1010 JOINT 1010 - CHORD MEMBERS 1009 1010 - BRACE ONLY 4301 $ TUBULAR INTERSECTIONS 1011 JOINT 1011 - CHORD MEMBERS 1010 1011 - BRACE ONLY 3301 $ TUBULAR INTERSECTIONS 1012 JOINT 1012 - CHORD MEMBERS 1011 1012 - BRACE ONLY 4201 $ TUBULAR INTERSECTIONS 1020 JOINT 1020 - CHORD MEMBERS 1019 1020 - BRACE ONLY 5006 $ TUBULAR INTERSECTIONS 1021 JOINT 1021 -

CHORD MEMBERS 1020 1021 - BRACE ONLY 3201 $ TUBULAR INTERSECTIONS 2003 JOINT 2003 - CHORD MEMBERS 2002 2003 - BRACE ONLY 3404 $ TUBULAR INTERSECTIONS 2004 JOINT 2004 - CHORD MEMBERS 2003 2004 - BRACE ONLY 4304 $ TUBULAR INTERSECTIONS 2012 JOINT 2012 - CHORD MEMBERS 2011 2012 - BRACE ONLY 3304 $ TUBULAR INTERSECTIONS 2013 JOINT 2013 - CHORD MEMBERS 2012 2013 - BRACE ONLY 5001 $ TUBULAR INTERSECTIONS 2021 JOINT 2021 - CHORD MEMBERS 2020 2021 - BRACE ONLY 4206 $ TUBULAR INTERSECTIONS 2022 JOINT 2022 - CHORD MEMBERS 2021 2022 - BRACE ONLY 3204 $ TUBULAR INTERSECTIONS 2023 JOINT 2023 - CHORD MEMBERS 2022 2023 - BRACE ONLY 4104 $ LOAD LIST 'TW-DAF-A' 'TW-DAF-W' INIT REPORT 'J-CHECK' API JOINT 'API JOINT CHECK' API LO 0.20 WSD LOADING OPERATING ***************************************************************************************************************************** * * * Code checking of intersections according to API RP 2A-WSD 21th edition. December 2000. * * * * Check loads only. * * Type of loading is : operating. Alpha : 1.000 * * Output results for the intersections with a ratio > 0.200 * * * ***************************************************************************************************************************** JOB ID - LIFTING JOB TITLE - LIFTING SPOOL WITH ACY EAGLE SPREADER FRAME ACTIVE UNITS - LENGTH FORCE ANGLE TEMPERATURE TIME M MTON DEG KELV SEC ****************************************************************************************************************************** * * * INTERSECTION : 1012 * * * ****************************************************************************************************************************** * CHORD : * * * * Components : / MEMBER / JOINT / MEMBER / * * 1011 1012 1012 * * * * Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/--- LENGTH --/- T. Strength -/ * * Nominal : 508.000 mm 23.012 mm 360.000 MPa 206000.000 MPa 1.100 m not given * * 20.000 in 0.906 in 52.214 ksi 29877.773 ksi 43.307 in * *----------------------------------------------------------------------------------------------------------------------------* * BRACE 4201 on joint 1012 Theta = 48.210 deg Phi = -90.000 deg Psi = -90.000 deg * * * * Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/ * * Nominal : 406.400 mm 8.738 mm 360.000 MPa 206000.000 MPa * * 16.000 in 0.344 in 52.214 ksi 29877.773 ksi * * * * Loadings : Max ratio obtained for loading case TW-DAF-A Formula : 4.3.1-5b Ratio : 0.201 * * * * %Y = 100.00 * * * * /------ Pa ------/----- Ma ipb -----/----- Ma opb -----/------ P -------/------ M ipb -----/------ M opb -----/ * * 244.13 ton 72.68 ton.m 45.36 ton.m -8.15 ton 0.24 ton.m 11.83 ton.m * * * * * ****************************************************************************************************************************** ****************************************************************************************************************************** * * * INTERSECTION : 1020 * * * ****************************************************************************************************************************** * CHORD : * * * * Components : / MEMBER / JOINT / MEMBER / * * 1019 1020 1020 * * * * Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/--- LENGTH --/- T. Strength -/ * * Nominal : 508.000 mm 23.012 mm 360.000 MPa 206000.000 MPa 0.800 m not given * * 20.000 in 0.906 in 52.214 ksi 29877.773 ksi 31.496 in * *----------------------------------------------------------------------------------------------------------------------------*

* BRACE 5006 on joint 1020 Theta = 131.779 deg Phi = -90.000 deg Psi = -90.000 deg * * * * Properties : /----- OD -----/----- WT -----/---- FYLD -----/------ E ------/ * * Nominal : 406.400 mm 15.875 mm 360.000 MPa 206000.000 MPa * * 16.000 in 0.625 in 52.214 ksi 29877.773 ksi * * * * Loadings : Max ratio obtained for loading case TW-DAF-A Formula : 4.3.1-5b Ratio : 0.437 * * * * %Y = 100.00 * * * * /------ Pa ------/----- Ma ipb -----/----- Ma opb -----/------ P -------/------ M ipb -----/------ M opb -----/ * * 276.55 ton 88.50 ton.m 49.36 ton.m -13.73 ton -7.70 ton.m 27.91 ton.m * * * * * ****************************************************************************************************************************** ****************************************************************************************************************************** * * * 13 active intersections were checked. * * * * 13 intersections passed code check. * * * * 0 intersections failed code check. * * * * 0 intersections with an error status. * * * ****************************************************************************************************************************** PRINT REPORT 'J-CHECK' ****************************************************************************** * * * SUMMARY OF API RATIOS FOR JOINTS * * * ****************************************************************************** * * * REPORT : J-CHECK PAGE 1/ 1 * * * * API JOINT CHECK * * * ****************************************************************************** * JOINT * BRACE * CHORD1 CHORD2 * LOADING * RATIO * *----------------------------------------------------------------------------* * 1020 5006 1019 1020 TW-DAF-A 0.437 * * 1012 4201 1011 1012 TW-DAF-A 0.201 * * 2021 4206 2020 2021 TW-DAF-A 0.186 * * 1021 3201 1020 1021 TW-DAF-A 0.157 * * 1011 3301 1010 1011 TW-DAF-A 0.129 * * 2004 4304 2003 2004 TW-DAF-A 0.089 * * 2013 5001 2012 2013 TW-DAF-A 0.084 * * 2003 3404 2002 2003 TW-DAF-A 0.059 * * 2012 3304 2011 2012 TW-DAF-A 0.056 * * 1010 4301 1009 1010 TW-DAF-W 0.047 * * 2022 3204 2021 2022 TW-DAF-A 0.044 * * 1003 3401 1002 1003 TW-DAF-A 0.042 * * 2023 4104 2022 2023 TW-DAF-A 0.005 * ****************************************************************************** * * * TOTAL OF 13 RESULTS WERE STORED * * * * 0 CONNECTIONS WITH AN ERROR STATUS * * 0 CONNECTIONS FAILED CODE CHECK * * 13 CONNECTIONS PASSED CODE CHECK * * * ****************************************************************************** $ $ LOAD LIST 'TW-AI' 'TW-WA' 'TW-DAF-A' 'TW-DAF-W' $ ACTIVE MEMBER ALL $ CREATE ISYMOST GEOMETRY CREATE ISYMOST HEADER STATIC CREATE ISYMOST ONLY DISPLA **** Warning 5.722 - Not all joints in selection have the same degrees of freedom Option 'QUICK' ignored CREATE ISYMOST REPORT 'API-SPOO' CREATE ISYMOST REPORT 'API-FRAM' CREATE ISYMOST REPORT 'J-CHECK' $ FIN Good bye AICES V4.45 - Task time 0.20s, Real Time 1.50, GIO: 0, TIO: 0

cg mbl 50 500 004940 rigid jumper lifting analysis

Documents

rigid jumper

construction afc jumper

screen version

generated document

latest valid version

analysis page

approval ifa

electronic system