Project Development International ABO Phase 3 Suction Pile Seafastening Calculations PP00011-PDI-DS-CAL-00007
C03
09-Feb-15 Re-Issued for Construction
SRO
JCU
GPA
C02
16-Dec-14 Re-Issued for Construction
SRO
JCU
GPA
C01
24-Nov-14 Issued for Construction
SRO
RGA
GPA
A02
28-Oct-14 Issued for Internal Review
SRO
RGA
GPA
A01 Revision
22-Oct-14 Issued for IDC Date Description
SRO Originated by
RGA Checked By
GPA Approved By
Project Development International Limited 137-139 Gallowgate, Aberdeen, AB25 1BU Tel: +44 (0)1224 269060 www.pdi-ltd.com
Client
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
REVISION SHEET REV. NO.
DETAILS OF REVISION
A01
Issued for IDC
A02
Issued for Internal Review
C01
Issued for Construction
C02
Re-Issued for Construction Pile was repositioned to vessel starboard, analysis revised to suit new position
C03
Re-Issued for Construction Pile gusset detail 1 changed to bearing only due to vessel clash
PDi-PF-058 Rev C2
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
CONTENTS
1.0
INTRODUCTION
2.0
REFERENCES
3.0
SYSTEM DESCRIPTION
4.0
BASIS OF DESIGN
5.0
DESIGN CALCULATIONS
APPENDIX A - DETAIL DRAWINGS APPENDIX B - REFERENCE DRAWINGS APPENDIX C - STAAD INPUT FILE APPENDIX D - VESSEL ACCELERATIONS
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
1.0 INTRODUCTION ENI are adding an addi*onal well ABO-12 to the ABO field, with *e backs to the exis*ng ABO FPSO at OML 125 and replacing the exis*ng ABO-3 Flowline/Riser. The deep water Block OML 125 (previously OPL 316) is located in the western part of the Niger Delta, about 50 to 80km from the Nigerian coast, in water depths ranging from 20 0 up to 1400m. CEONA (through Marine Pla
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
2.0 REFERENCES 1
ENI Abo Phase 3 Project Weight Control Report 06/05/14 Company ID (322987DURC00050) rev 02
2
Rules for Classifica*on of Ships dated July 2013 by Det Norske Veritas.
3
AISC Specifica*on for Structural Steel Buildings - Allowable Stress Design dated 1989 by American Ins*tute of Steel Construc*on
4
DNV Standard For Cer*fica*on No 2.22 LiEing Appliances June 2013
5
DNV LiEing Opera*ons (VMO Standard - Part 2-5) 2014 DNV OS-H205
6
IMO Code of Safe Prac*ce for Cargo Stowage and Securing (CSS Code).
7
Normand Pacific Integra*on Reel Drive System Seafastening, PC0001 2-PDI-EN-CAL-000 02
8
PP00011-PDI-AN-REP-00001 - PLEM and Suc*on Pile Deployment Analysis
9.
PP00011-CEO-DS-DRG-00022 Suc*on Pile Deployment rigging
10. ENI ABO Phase 3 Project Basis of Design (322900FGRB00009), CD-BF, Rev 06
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
3.0 SYSTEM DESCRIPTION As part of the ABO 12 project a suc*on pile is required to be installed. The pile will be transported to the field in the first vessel transit, this package will cover the seafastening of the pile onto the Normand Pacific Vessel. The 5m OD pile which is 10m long is to be seafastened standing ver*cally. The PLEM stab in base frame is to be aGached to the pile (and will be aGached for liEing and seafastening). The connec*on between the frame and pile is a hinge mechanism which has been previously design, the integrity of which for liEing and seafastening is out with PDi's scope and will not be covered within this package.
The pile will sit upon a specifically designed grillage which will be seafastened to the deck above large transverse deck girders. The pile will be restrained horizontally by shear stops and will have addi*onal con*ngency lashing supports (back to deck mounted D links). The con*ngency lashing is not as s*ff as the shear stops so will not be considered to resist any shear force and are only specified to account for unforeseen occupancies. The pile will be liEed by using designed liEing padeyes located on top of the suc*on pile. The padeyes integrity for the liE and deployment loading is out with PDi's scope and will not be checked within this document.
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
4.0 BASIS OF DESIGN 4.1 The suc*on pile has the following specifica*on: Outside dia
OD := 5000mm
Inside dia
ID := 2487.5mm ⋅ 2 = 4975.000 ⋅ mm
Wall thickness
tw :=
Length
OD − ID 2
= 12.500 ⋅ mm
Lp := 10m
The following table highlights the weight breakdown for the pile and base frame assembly and locates the assembly CoG which will be used for analysis.
[1] The weight report states, "At this stage of the project it is reasonable to consider as the max expected weight not to be exceeded for the suc*on pile (with base frame) the total weight in air plus 10% of uncertainty" [1]
The pile and base frame assembly has a design combined weight off:
W p :=
Pile CoG considered at:
Hcog := 10m − 2.72m + 0.3m = 7.580 m
PDi-PF-058 Rev C2
622kN g
= 63.426 ⋅ tonne (Distance from deck, incl nominal grillage height)
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
4.2 The pile will be seafastened on the Normand Pacific with the pile centered on frame 52 and located 2800mm inboard from the starboard side of the vessel.
Pile loca*on 4.3 The associated sea-fastenings will be fabricated from grade S355 steel. The associated yield stress is: Fy := 345MPa Futs := 470MPa 4.4 The exis*ng ship steel is ship steel grade NVA with yield of: Fyship := 235MPa FUTSship := 400MPa 4.5 The structural components shall be designed in accordance with AISC 9th edi*on (ASD) allowable stress design principles [3]. 4.6 The integrity of the suc*on pile and aGached securing padeyes during liEing and deployment is out with the scope of this document, and will not be checked 4.7 Vessel mo*on analysis has been carried out for the specific pile loca*on (starboard midship), using the vessel RAO's and using Orcaflex analysis [Appendix D] to find the vessel accelera*ons under transit condi*ons. The following pile posi*on was used for analysis: Distance from frame 0 forward
31.13m
Distance from vessel centerline to starboard
8.70m
Distance from vessel key line to CoG
17.18m
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Significant wave height
Check by: RGA Date: 22/10/14
Hs := 3.15m
4.8 The vessel mo*ons (ver*cal and horizontal) accelera*ons are considered rela*ve to the deck and therefore act either normal to the deck or parallel with the deck. 4.9 Metocean data [1 0] for the the field have given extreme wind condi*ons off :
1.225
kg 3
Wind pressure
qs10 :=
Wind pressure coefficient applicable to tubular surfaces
Cpt := 0.7
Flat sided coefficient
Cpf := 2
PDi-PF-058 Rev C2
m
⋅ 25.8
2
m s
2
= 407.704 Pa
[4]
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.0 DESIGN CALCULATIONS The following calcula*ons will confirm the integrity of the pile grillage and seafastening gussets under the applied designed load.
5.1 Modeling Inputs 5.1.1 Vessel Mo3on Reac3ons The vessel mo*ons were calculated using Orcaflex analysis, the following mo*ons were calculated for the pile in the starboard midship loca*on.
Vessel Accelera3ons Based on Wave Height and Period * note the vessel accelera*ons are with an*-roll tanks de-ac*ve. The following accelera*ons and loads have been calculated and will be applied: 0.83
m 2
Ver*cal component
Vstmax := 1 +
Transverse component
Vstr := 1 1.28
s
= 1.085
g
m 2
Hstr :=
s g
Ver*cal component (max)
= 0.131
0.83 Vstpmax := 1 +
Ver*cal component (min)
m s
2
g 0.83
= 1.085
m 2
Vstpmin := 1 −
Longitudinal component
PDi-PF-058 Rev C2
s g
= 0.915
Hstp := 0.1
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.1.2 Wind Loading Wind loading will be onerously calculated applied to the largest surface area and will be equally applied for roll and pitch, irregardless which way the pile will be orientated. Wind loading Suc*on pile (Body and padeyes)
Pwindp := qs10 ⋅ Cpt ⋅ Lp ⋅ OD + qs10 ⋅ Cpf ⋅ ( 1720mm ⋅ 170mm) ⋅ 4 = 15.223 ⋅ kN
Wind loading base frame (frame and upright stab posts)
Pwindf := qs10 ⋅ Cpf ⋅ ( 450mm ⋅ 8440mm) + qs10 ⋅ Cpf ⋅ 2( 2065mm ⋅ 273mm) = 4.016 ⋅ kN
Total wind loading (incl 10% con*ngency)
Pwind := ( Pwindp + Pwindf) ⋅ 110% = 21.164 ⋅ kN
Considered ac*ng at combined pile assembly CoG 5.1.3 Overturning Check Pitch - Min Overturning moment
Restoring moment
Mot := W p ⋅ Hstp ⋅ g ⋅ Hcog + Pwind ⋅ Hcog = 631.896 ⋅ kN ⋅ m
MRes := W p ⋅ Vstpmin ⋅ g ⋅ MRes
>
OD 2
= 1423.390 ⋅ kN ⋅ m No overturning
Mot
Pitch - Max Overturning moment
Restoring moment
Roll Overturning moment
Restoring moment
MotP := W p ⋅ Hstp ⋅ g ⋅ Hcog + Pwind ⋅ Hcog = 631.896 ⋅ kN ⋅ m
MRes := W p ⋅ Vstpmax ⋅ g ⋅
MRes
2
= 1686.610 ⋅ kN ⋅ m
No overturning
Motp
Motr := W p ⋅ Hstr ⋅ g ⋅ Hcog + Pwind ⋅ Hcog = 775.808 ⋅ kN ⋅ m
MRes := W p ⋅ ( Vstr ) ⋅ g ⋅ MRes
PDi-PF-058 Rev C2
>
OD
>
4.54m
Motr
2
= 1411.940 ⋅ kN ⋅ m No overturning
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.1.4 Vessel Accelera3on Resultant Load on Gussets Suc3on Pile - Restraint Loading Pitch Only Detailed analysis of the load share has confirmed that an equal 1/3 share between the pitch (grillage to pile) gussets is an adequate assump*on. Total loading
Ppitch := ( W p ⋅ Hstp ⋅ g) + Pwind = 83.364 ⋅ kN
Total load applied to gussets - Pitch Load per inner gusset (1 off)
Ppitch 3
Load per outer gusset (2 off)
Ppitch 3
= 27.788 ⋅ kN
= 27.788 ⋅ kN
Total load applied to gussets - Roll Due to loca*on of the two gussets restraining roll accelera*on, it is acceptable to assume the load is split evenly between the two gussets. Maximum shear per gusset (2 No off)
Proll :=
W p ⋅ Hstr ⋅ g + Pwind 2
= 51.175 ⋅ kN
5.1.5 STAAD Analysis Design Forces The following load cases were applied to the analysis model in Staad Pro: LOAD 1 GRILLAGE SW X LOAD 2 GRILLAGE SW -Y LOAD 3 GRILLAGE SW Z LOAD 4 GRILLAGE SW EVENLY DIST LOAD 5 LINEARLY VARYING SW -VE ROLL LOAD 6 LINEARLY VARYING SW +VE ROLL LOAD 7 LINEARLY VARYING SW -VE PITCH LOAD 8 LINEARLY VARYING SW +VE PITCH LOAD 9 PILE ROLL +Z (INCL ACCEL & WIND) LOAD 1 0 PILE ROLL -Z (INCL ACCEL & WIND) LOAD 1 1 PILE PITCH +X (INCL ACCEL & WIND) LOAD 1 2 PILE PITCH -X (INCL ACCEL & WIND) Load Case 1/2/3
Self weight of modeled grillage
Two loading scenarios will be considered for an onerous analysis, one with the pile self weight applied evenly as a point load at the 10 touchdown points and one with the load varying depending on its loca*on from the point of rota*on. Load 4 - Self weight eve nly distributed Self weight
PDi-PF-058 Rev C2
Psw :=
Wp ⋅ g 10
= 62.200 ⋅ kN
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Load 5/6 - Linearly varying self weight Roll Due to the effect of overturning moment (previously calculated) a linearly varying load can be applied to the grillage.
Distance from point of rota*on
X1 := 1.76m X2 := 2.27m
Modulus of touch down points
Z := 4 ( X1) + 4 ( X2) = 330020.000 ⋅ cm
Self weight
Psw = 62.200 ⋅ kN
2
2
2
Design Load Max compression
P2 :=
P1 :=
Neutral axis
UpliE component
PDi-PF-058 Rev C2
Motr ⋅ X2 Z Motr ⋅ X1 Z
= 53.363 ⋅ kN Psw + P2 = 115.563 ⋅ kN
= 41.374 ⋅ kN
Psw + P1 = 103.574 ⋅ kN
Prot := Psw = 62.200 ⋅ kN
P3 :=
Motr ⋅ X1 Z
= 41.374 ⋅ kN Psw − P3 = 20.826 ⋅ kN
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Minimum compression - UpliE component
P4 :=
Motr ⋅ X2 Z
Check by: RGA Date: 22/10/14
= 53.363 ⋅ kN Psw − P4 = 8.837 ⋅ kN
Load 7/8 - Linearly varying self weight Pitch (Max pitch considered for worst case)
Distance from point of rota*on
X1 := 1.05m X2 := 1.94m X3 := 2.5m Motr = 775.808 ⋅ kN ⋅ m
Modulus of touch down points
Z := 4 ( X1) + 4 ( X2) + 2 ( X3) = 319644.000 ⋅ cm
Overturning moment due to pitch
MotP = 631.896 ⋅ kN ⋅ m
Pile self weight
Pswp := Psw ⋅ Vstpmax = 67.464 ⋅ kN
2
P1 :=
P2 :=
PDi-PF-058 Rev C2
MotP ⋅ X1 Z MotP ⋅ X2 Z
2
2
2
= 20.757 ⋅ kN Pswp + P1 = 88.222 ⋅ kN
= 38.351 ⋅ kN
Pswp + P2 = 105.816 ⋅ kN
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Max compression
P3 :=
MotP ⋅ X3 Z
Check by: RGA Date: 22/10/14
= 49.422 ⋅ kN Pswp + P3 = 116.886 ⋅ kN
Pswp − P1 = 46.707 ⋅ kN Pswp − P2 = 29.113 ⋅ kN Pswp − P3 = 18.043 ⋅ kN Load 9-12 Load 9-12 are the previously calculated shear loading due to vessel accelera*ons and wind loading, as calculated in sec*on 5.1.3 overturning check. Load 9 & 10 Total load applied to gussets - Roll
Proll = 51.175 ⋅ kN
(Considering 2 ac*ve gusset restraints for roll mo*on) Load 10 & 11 Total load applied to gussets - Pitch
Ppitch 3
= 27.788 ⋅ kN
(Considering 3 ac*ve gusset restraints for pitch mo*on)
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.1.6 STAAD Support Condi3ons Deck - starboard outer bulb flats The HP 280 x 12 bulb flats that run inside the cable trunk void (edge of vessel starboard) is supported by a transverse running s*ffening plate located the void (green below). We will claim bearing at the two starboard corners onto the bulb flat, therefore the s*ffeness will be calculated below. The bulb flats will be considered supported with pin supports between these void plates.
deck support GA
bulb profile support s*ffening plate
100kN
S*ffeness loca*on A
1.062mm
100kN S*ffeness loca*on b
0.681mm
= 94161.959 ⋅
= 146842.878 ⋅
kN m
kN m load at point B
Deck - Bulkhead The grillage will be supported compression only by large bulkheads, shown highlighted in red below. The bulkheads will be given a very high s*ffeness. S*ffeness of modeled bulkhead
10000000
kN m
The forward support on frame 56 can only be claimed if there is a strong bearing connec*on between the grillage and deck. As the grillage web sits over the edge of the deck hold down tees (around iso mount) bearing cannot be claimed and this will cause the load applied to the adjacent *e down (deck tee mounted) gussets to exceed the vessel specified allowable UDL load for deck tees. To save removing the surrounding deck tees of the iso mount block a s*ffener should be retrofiGed to grillage and the grillage shimmed so a hard bearing against the 30mm plate at the boGom of the iso mount. Thus the bulkhead support can now be claimed.
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Loca*ons of bulkhead supports
Iso mount poten*al support
Check by: RGA Date: 22/10/14
Grillage retrofit and shim to claim bearing support
Deck - Deck Girder Node 242 is a support by an under deck girder, its s*ffness at this point is calculated below:
100kN S*ffeness
0.143mm
= 699300.699 ⋅
kN m
The 2 *e down gussets are supported by under deck girders, the s*ffness of which are calculated below.
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
S*ffeness loca*on on fr 51 and 54
100kN 0.054mm
There is a bearing only support on frame 49 , the s*ffness is:
PDi-PF-058 Rev C2
100kN 0.148mm
Check by: RGA Date: 22/10/14
= 1851851.852 ⋅
= 675675.676 ⋅
kN m
kN m
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.2 Design Grillage The pile support grillage was modeled in STAAD Pro [Appendix C] and the previously calculated design forces applied. The grillage was code checked against AISC ASD, with the following results: 5.2.1 Grillage Global Analysis The grillage maximum u*lisa*ons are presented below. All are below 1 so OK.
PDi-PF-058 Rev C2
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.2.2 Grillage Bolted Connec3on For ease of transport the grillage has been designed with a split (bolted connec*on) shown at the highlighted red nodes below.
Loads taken from nodes (237, 238, 251)
Axial Tension
Px := 39.3kN
In-Plane Shear (y)
Py := 57kN
Out of Plane Shear( Z)
Pz := 21.6kN
Maximum Major Axis Bending
Mz := 25.4kN ⋅ m
Maximum Minor Axis Bending
My := 3.18kN ⋅ m
Torsion
Mx := 0.6kN ⋅ m
Modulus major axis
Zxx := 2 ( 70mm) + ( 150mm) + ( 230mm)
Modulus minor axis
Zyy := 3 ( 65mm) + ( 245mm)
Tension in bolts due to major bending
Pt1 :=
Tension in bolts due to minor bending
Pt2 :=
Torsional modulus
Jxx := 4 ( 80mm) = 25600.000 ⋅ mm
2
2
Mz ⋅ 230mm Zxx My ⋅ 245mm Zyy
2
2 = 1606.000 ⋅ cm
2
2 = 1927.500 ⋅ cm
= 36.376 ⋅ kN
= 4.042 ⋅ kN
2
2
2
2
Jyy := 6 ( 90mm) = 48600.000 ⋅ mm
PDi-PF-058 Rev C2
2
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Polar moment of iner*a
Jw := Jxx + Jyy = 74200.000 ⋅ mm
Shear in z direc*on
Fz :=
Fy :=
Pa :=
Axial load in bolts Tension in bolt
Jw Mx ⋅ 80mm Jw Px 6
= 0.728 ⋅ kN
Y
= 0.647 ⋅ kN
90
= 6.550 ⋅ kN
12
0
80
Shear in Y direc*on
Mx ⋅ 90mm
2
Z
Pt := Pt1 + Pt2 + Pa = 46.968 ⋅ kN
Mx 2
Resultant Shear
Pboltshear :=
2
Py + Pz + Fz2 + Fy2 = 10.206 ⋅ kN 6 6
Scence check of bolted connec*on using M24 bolts but lower grade 8.8 bolts. Capacity of M24 bolt in tension
(BCSA Safe Load Tables)
Capt := 99kN
UF1 :=
Pt Capt
= 0.474
Capacity of M24 in shear U*lisa*on
Capshear := 85kN
U*lisa*on
UF2 :=
Check Combined Load in bolt
PDi-PF-058 Rev C2
Pboltshear Capshear
= 0.120
UF := UF1 + UF2 = 0.594
OK
OK < 1.4
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.2.3 End Plate Bending Check
59
40
The boGom bolts in the bolt group will act like a sided encastre and will be checked accordingly.
82
Tension in bolt
Pt = 46.968 ⋅ kN
Flange thickness
tf := 15mm
65
> 11.2 mm (req) OK
The flange around the center bolts will be checked as a can*lever. A more refined analysis was carried out to get the tension in the center bolt Bolt tension at mid bolts
P := 33.9kN 2
Elas*c Modulus (60deg distribu*on from bolt hole center)
Z :=
Bending Stress
fb :=
U*lisa*on
80mm ⋅ tf
UF :=
6 P ⋅ 82mm Z fb 0.75 ⋅ Fy
= 926.600 ⋅ MPa
= 3.581
NOT OK
Maximum tension at boGom of connec*on, therefore add a s*ffener between boGom and middle bolt, plate can be checked as 2 sided encastre, therefore acceptable.
PDi-PF-058 Rev C2
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Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
5.3 Seafastening Analysis 5.3.1 Design Loads Loads are taken from STAAD model discussed above, loads in X direc*on are due to vessel pitch and load in Z direc*on are due to vessel roll. Loads taken from nodes (235, 241, 35 11 and 34) The sea fastening gussets are designed to take the maximum loads as defined by the structural analysis above. Max. load in the x direc*on (Longitudinal)
Px := 47.4kN
(Node 11 LC 15, pitch restraint lapped plate)
Max. compression load in the y direc*on
Pyc := 148kN
(Node 35 LC 14, double gusset)
Max. load in the z direc*on (transverse)
Pz := 63.75kN
(Node 241 LC 13, double gusset)
No upliE 5.3.2 Transverse gusset analysis Double *e down gussets will be used to resist transverse (Roll) and ver*cal loading. The seafastening gussets are designed to take the maximum loads as defined in global analysis. Max. load in the z direc*on (transverse)
Pz = 63.750 ⋅ kN
Max. compression load in the y direc*on
Pyc = 148.000 ⋅ kN
Dimensional Proper*es for 30 5x3 05x158 Breadth of flange Depth of beam
bf := 311.2mm H := 327.1mm
Thickness of flange
tf := 25mm
Thickness of web
tw := 15.8mm
Root radius
rad := 15.2mm
Weld Length
Lw := 250mm
Depth of packer
Lp := 0mm
Weld Leg Length
z := 8mm
Dim of weld
b := 0.5 ⋅ ( bf − tw) = 147.700 ⋅ mm
Dim of weld
d := H − 2 ⋅ tf = 277.100 ⋅ mm
Analysis carried out for worst load condi*ons
PDi-PF-058 Rev C2
Page: 23 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Propor*on of bearing load resisted by gussets
Pyd := Pyc ⋅
Check by: RGA Date: 22/10/14
2 ⋅ Lw 2 ⋅ Lw + bf
= 91.223 ⋅ kN
As the horizontal load is applied through the center of the beam, an overturning moment is resisted by a couple between the two seafastening gussets. This is increased by the packer plates. The couple force is: Pz ⋅
H
2
Pcouple :=
Lw + 2tf + bf + Lp
= 17.059 ⋅ kN
Weld to deck: The weld between the gusset and deck reacts only direct transverse and ver*cal loads. Weld length
Lw = 250.000 ⋅ mm
Weld Leg Length
z = 8.000 ⋅ mm
Weld area per plate
A w := 1.414 ⋅ z ⋅ Lw = 2828.000 ⋅ mm Pyd
Direct ver*cal shear stress (Two gusset plates per connec*on)
fqv :=
Direct horizontal shear stress (Two gusset plates per connec*on)
fqh :=
Resultant weld stress U*lisa*on Factor
PDi-PF-058 Rev C2
f := UF :=
2
2A w
(Analysis will calculate stress on welds of one gusset plate)
+ Pcouple = 22.161 ⋅ MPa
Aw Pz
2
= 11.271 ⋅ MPa
2
2
fqh + fqv = 24.862 ⋅ MPa f 0.3 ⋅ FUTSship
= 0.207
OK
Page: 24 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Weld to profile of seafastening beam: The weld between the gusset and seafastening beam reacts the direct transverse and ver*cal loads as well as the bending loads due to the moment on the connec*on. Weld leg length
z := 8mm
Weld area per plate
Aw := 2 ⋅ 0.707 ⋅ z ⋅ ( d + 2 ⋅ b) = 6476.120 ⋅ mm
Dimensions from centroid to web
rh :=
b
d
Lever arm for ver*cal loading
y :=
2 Lw 2
(C shaped weld)
2
= 38.105 ⋅ mm
2⋅b + d
rv :=
2
= 138.550 ⋅ mm
+ b − rh + tf = 259.595 ⋅ mm
Moment about centroid
(Per plate)
Pz Pz Pyd Pyd − Pcouple ⋅ y + ⋅ ( rv + tf + Lp) , + Pcouple ⋅ y − ⋅ ( rv + tf + Lp) = 12.625 ⋅ kN ⋅ m 2 2 2 2
M := max
As the top flange is not backed up, it can deform under ver*cal loading, therefore the web is considered s*ffer and will be considered to resist the full ver*cal load. The horizontal force is considered taken solely by the flange welds.
2 ⋅ b3
+ d ⋅ rh + 2 ⋅ b ⋅ 2
Moment of iner*a xx
Ixx := 1.414 ⋅ z ⋅
Moment of iner*a yy
Iyy := 1.414 ⋅ z ⋅
Polar moment of iner*a
Ip := Ixx + Iyy = 99097748.632 ⋅ mm
12 d3 12
Pyd Direct Shear due to load in v direc*on ( Two gusset plates per connec*on)
fqv :=
Direct Shear due to load in h direc*on (Two gusset plates per connec*on)
fqh :=
horizontal stress due to torsion
fbh :=
Ver*cal stress due to torsion
fbv :=
2
2
+ 2 ⋅ b ⋅
d
− rh
2
= 14895647.251 ⋅ mm4
2
4 = 84202101.382 ⋅ mm
2
4
+ Pcouple
1.414 ⋅ z ⋅ d
= 19.993 ⋅ MPa
Pz 2 ⋅ 1.414 ⋅ z ⋅ 2 ⋅ b M ⋅ rv Ip M ⋅ rh Ip
b
= 9.539 ⋅ MPa
= 17.652 ⋅ MPa
= 4.855 ⋅ MPa
Since the ver*cal shear has been allocated to the web, then to examine the combined effects of direct shear and shear due to bending, consider the maximum stress due to bending on the web.
PDi-PF-058 Rev C2
Page: 25 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
(fqh + fbh) 2 + (fqv + fbv) 2 = 36.834 ⋅ MPa
Resultant weld stress
f :=
U*lisa*on Factor
UF :=
f 0.3 ⋅ Futs
= 0.261
OK
Underdeck welds: The weldment between vessel deck tees and the deck plate is analysed under design loads Max. load in the y-direc*on (Compressive)
Pyd 2
+ Pcouple = 62.670 ⋅ kN (Assumed minimum)
Weld Leg
zud := 5mm
Weld area
A w := 1.414 ⋅ zud ⋅ Lw = 1767.500 ⋅ mm Pyd
Axial stress
U*lisa*on
fa :=
UF :=
2
+ Pcouple
2
= 35.457 ⋅ MPa
Aw fa 0.4 ⋅ Fyship
= 0.377
OK
5.3.3 Longitudinal restraint analysis The longitudinal shear force will be taken out by lapped plates to the outside of the grillage.
Weld Length Weld leg length
Lw := 300mm z := 8mm
Weld area
A w := 0.707 ⋅ z ⋅ Lw = 1696.800 ⋅ mm
Max. load in the z direc*on (Longitudinal)
Px = 47.400 ⋅ kN
Shear stress
fq :=
PDi-PF-058 Rev C2
Px Aw
= 27.935 ⋅
2
N mm
2
Page: 26 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
2
Elas*c modulus
Z := 0.707 ⋅ z ⋅
Lw 6
= 84840.000 ⋅ mm
Moment on welds
M := Px ⋅ 65mm = 3.081 ⋅ kN ⋅ m
Shear stress due to bending
fb :=
Combined shear stress
f :=
UF :=
M Z
3
(65 mm offset from deck to underside of beam)
= 36.315 ⋅ MPa
2
2
fq + fb = 45.817 ⋅ MPa f 0.3 ⋅ Futs
= 0.325
OK
5.3.4 Suc3on Pile Restraint Gussets - To Grillage The gussets will not be welded to the pile and will only work in direct bearing. Design force
Prestrain := Proll = 51.175 ⋅ kN
For an onerous analysis the two transverse gussets resis*ng roll will be analyed and this will be applicable to the less onerous pitch gussets. Note: Gussets in other planes and lashing will complement the major restraint gussets, although will not be considered. Only a horizontal force will be applied to the gusset for analysis. As the gusset is not welded to the pile the ver*cal compressive load will go straight through the web of the grillage beam. The effects of fric*on on the gusset will not be considered. Weld to top of grillage: It is considered due to the proximity to the load applica*on that the horizontal shear will be restrained by the the upper two flange welds (top and boGom of upper flange). Design load (upper weld)
Weld length Weld leg length Shear stress
U*lisa*on
PDi-PF-058 Rev C2
P :=
Prestrain 2
= 25.587 ⋅ kN
Lw := 147mm z := 8mm
fq :=
U :=
P 1.414 ⋅ Lw ⋅ z fq 0.3 ⋅ Futs
= 15.388 ⋅ MPa
= 0.109
Page: 27 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Weld to profile of seafastening beam: The weld between the gusset and seafastening beam reacts the direct transverse and ver*cal loads as well as the bending loads due to the moment on the connec*on. b := 147mm
Dim of weld
d := 277mm
Weld leg length
z := 8mm
100
212
100
Dim of weld
Loca*on of centroid (hoz) Loca*on of centroid (Vert)
Maximum torsional moment created in C shape weld profile Weld leg length
rh :=
rv :=
b
277
Dimensions from centroid to web 2
2⋅b + d d 2
= 37.844 ⋅ mm 147
= 138.500 ⋅ mm
M := Prestrain ⋅ 212mm = 10.849 ⋅ kN ⋅ m z := 8mm
Polar moment of iner*a
( 2 ⋅ b + d) 3 b2 ( b + d) 2 = 98534880.845 ⋅ mm4 Ip := 0.707 ⋅ 2 ⋅ z ⋅ − ( 2 ⋅ b + d) 12
h component of bending stress
fbh :=
v component of bending stress Horizontal shear stress
fbv :=
M ⋅ ( d − rv) Ip M ⋅ rh Ip
= 15.249 ⋅ MPa
= 4.167 ⋅ MPa
fq = 15.388 ⋅ MPa
Combined effects of direct shear and shear due to bending Resultant weld stress
f :=
U*lisa*on Factor
UF :=
PDi-PF-058 Rev C2
(fbh + fq)2 + (fbv) 2 = 30.919 ⋅ MPa f 0.3 ⋅ Futs
= 0.219
OK
Page: 28 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
6.0 Deck Check Analysis 6.1 Deck Tee Verifica3on The gussets will be welded to the above deck tees. With reference to DNV CN 8 the T bars will only be subject to compression with the gusset aligned directly over the T web and horizontal force ac*ng in the parallel direc*on of the T bars. The deck tee will be subjected to no out of plane loading. The maximum compressive force on the deck tees are Max. compression load in the y direc*on
Pyc = 148.000 ⋅ kN
(Node 35 LC 14, double gusset)
The bearing area is:
Lbear := 250mm ⋅ 2 + bf = 0.811 m
(2 gussets and beam will provide total bearing area for compressive force)
Applied load
Papplied :=
Allowable load
Pallow :=
U*lisa*on
Papplied Pallow
Pyc Lbear
= 182.446 ⋅
25tonne ⋅ g 1000mm
= 0.744
kN m
= 245.166 ⋅
kN m OK
6.2 Deck Plate Verifica3on Lapped plates will be welded to the underside of the grillage and will be in turn welded to the deck plate to resist the shear load due to pitch mo*on. The plates are aligned on top of unsupported deck plate (although s*ffeners located in the proximity of the weld) therefore the connec*on will only resist the horizontal shear. The deck plate is deemed acceptable by inspec*on to resist the horizontal shear in the plane of the deck plate.
PDi-PF-058 Rev C2
Page: 29 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
6.3 Transverse Deck Girders Verifica3on The large transverse girders are deemed acceptable by inspec*on for the maximum under 20 tonne design load applied.
6.4 Bulkhead Verifica3on The maximum load applied to the bulkhead is 212kN, by inspec*on it is deemed adequate by inspec*on.
6.5 Underdeck Weld Verifica3on The weld between the deck plate and underdeck member is checked for the highest compressive load, this could occur if there is a gap between underdeck member and deck plate, so weld transferring ver*cal load: Max. load in the y-direc*on (Compressive)
Pcom := 211.5kN
(Node 241 LC 14)
Weld Leg
zud := 5mm
(Assumed minimum)
Length of bearing pad
bf = 311.200 ⋅ mm
(minimum)
Weld area
A w := 1.414 ⋅ zud ⋅ bf = 2200.184 ⋅ mm
Axial stress
U*lisa*on
PDi-PF-058 Rev C2
fa :=
UF :=
Pcom Aw
2
= 96.128 ⋅ MPa fa
0.3 ⋅ FUTSship
= 0.801
(Acceptable)
Page: 30 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
6.6 Bulb flat Verifica3on The starboard outboard side of the grillage is supported by a deck bulb flat. The bulb flat (HP 208 x 12) will be checked for bending and ver*cal shear.
Maximum (Node 14 and 308) Maximum compressive load Thickness of deck plate
P := 86kN t := 15mm
Ac*ve width of flange
se := t ⋅ 20 = 300.000 ⋅ mm
Combined moment of iner*a
IA := 100427618.23mm
Unsupported length of s*ffener
L := 2425mm
Moment on bulb flats (between supports)
M :=
P⋅ L 8
y := 202.49mm
Bending shear stress
fb :=
M⋅ y IA
4
= 26.069 ⋅ kN ⋅ m
Maximum distance to extreme fibre
(Onerous judgement)
(Considered center for worst case)
= 52.562 ⋅ MPa
Area of ver*cal bulb flat
A := 12mm ⋅ 280mm = 3360.000 ⋅ mm
Shear stress
fq :=
P A
= 25.595 ⋅ MPa 2
U*lisa*on
U :=
2
2
fq + fb
0.3FUTSship
= 0.487
Further buckling analysis has shown that the buckling capacity is adequate.
PDi-PF-058 Rev C2
Page: 31 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
7.0 Seafastening Lashing Specifica3on It should be noted that the calcula*ons show no overturning on the pile. Addi*onal lashing will be added to restrain the pile for any unexpected of unforeseen occurrence. A nominal 2 tonne per lashing will be used to size the deck mounted D links and weldment. The lashing is far less s*ff than the aGached gussetry, therefore the lashing will not resist any shear force due to vessel accelera*ons, as this will be resisted by the grillage mounted gusssets. Lashing Specifica3on Eleva*on raking angle
Resultant lashing load
v := atan
Prig :=
10000 1000
2tonne ⋅ g sin ( v)
= 84.289 ⋅ deg
(worst case, fwd starboard lashing)
= 19.711 ⋅ kN
For selec*on of the rigging, the calcula*ons acknowledge the fact that the loading occurs in extreme event environmental condi*ons and a smaller factor of safety than typically used for liEing tackle can be tolerated. The design of lashings and portable securing devices will ensure that, as a minimum, the maximum securing load (MSL) is not greater than 50% of the breaking strength as generally permiGed by Annex 13 of the IMO Code of Safe Prac*ce for Cargo Stowage and Securing (CSS Code) [6]. For each selec*on, the capacity over and above this minimum requirement will also be evaluated to ensure that an addi*onal safety factor of 1.5 is incorporated to account for the uneven distribu*on of loads in the rigging, as specified in the above men*oned code. Breaking load required
MBLreqd :=
1.5 50% ⋅ g
⋅ Prig = 6.030 ⋅ tonne
Roundsling Working load limit of:
WLL := 10tonne
Minimum breaking load
MBL := WLL ⋅ 7 = 70.000 ⋅ tonne
U*lisa*on Factor
UF :=
PDi-PF-058 Rev C2
MBLreqd MBL
= 0.086
Page: 32 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Weld - on Pivot Links Working load limit of:
WLL := 5tonne
Minimum breaking load
MBL := WLL ⋅ 4 = 20.000 ⋅ tonne
U*lisa*on Factor
UF :=
MBLreqd MBL
= 0.301
As the D link are welded across underdeck bulkheads therefore only a por*on of the weld can be assumed s*ff enough to resist the lashing force. Assuming a 45 degree distribu*on the below image shows the extent of the D link weld that can be claimed within the s*ff zone.
Weld length to deck
LD := 40mm
Fillet leg length
z := 8mm
Weld area
A w := 1.414LD ⋅ z = 452.480 ⋅ mm
Direct ver*cal shear stress
U*lisa*on
PDi-PF-058 Rev C2
fq.v :=
U :=
Prig Aw
2
= 43.562 ⋅ MPa
fq.v 0.3FUTSship
= 0.363
OK
Page: 33 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
A weld on pivot link will be welded to a 25mm pad which will be bolted with M24 bolts into the removable bulwark moun*ng pads The bulwark mount (Frame 57 and 52) is supported by a s*ffening plate in the void space, the drawing shows this as 10mm, therefore the same amount of weld as calculated above can be claimed.
pad support point
The pad looks to have a rela*vely large weld around the perimeter, although the longitudinal weld (outboard) will not be claimed for an onerous analysis as it is not clear from the photos if this weld has been completed. Full load claimed as upliE for onerous analysis. Weld length to deck
LD := 40mm
Fillet leg length
z := 6mm
Weld area
A w := 0.707LD ⋅ z = 169.680 ⋅ mm
Direct ver*cal shear stress
U*lisa*on
fq.v :=
U :=
Prig Aw
(Assumed minimum) 2
= 116.166 ⋅ MPa
fq.v 0.3FUTSship
OK
= 0.968
By inspec*on the 6 No of M24's (99kN for tension per bolt) will be adequate for use, for the nominal con*ngency design upliE load. A basic check on the bolted plate will be carried out to verify its specifica*on under the design load. Design upliE
P := 2tonne ⋅ g = 19.613 ⋅ kN
Moment
M :=
PDi-PF-058 Rev C2
2tonne ⋅ g ⋅ 110mm 8
= 0.270 ⋅ kN ⋅ m
(Simply supported between bolts - Load in center)
Page: 34 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Elas*c Modulus
Bending Stress
U*lisa*on
Shear force
U*lisa*on
PDi-PF-058 Rev C2
Z :=
110mm ⋅ ( 25mm)
fb :=
UF :=
fq :=
U :=
Check by: RGA Date: 22/10/14 2
= 11458.333 ⋅ mm
6 M Z
3
= 23.536 ⋅ MPa
fb 0.75 ⋅ Fy
= 0.091
P 22mm ⋅ 110mm fb 0.75Fy
+
fq 0.4 ⋅ Fy
= 8.105 ⋅ MPa
= 0.150
Page: 35 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
8.0 Rigging Specifica3on Ceona have requested PDi to carry out a verifica*on of the previous ENi designed rigging for liEing the pile. The pile will be liEed with the below iden*fied 4 leg bridal, which will interface with a double masterlink arrangement and a ver*cal pennant, connected to the crane hook. Installa*on will be the governing case and the applied DAF will be taken from a deployment analysis carried out. The rigging will be checked against DNV-OS-H205 [5] liE code, the Pile's integrity (incl padeyes) will not be checked under the liE scenario and is outwith PDi's scope. The following check is a liE rigging verifica*on of PP0 0011 -CEO-DS-DRG-00022 Suc*on Pile Deployment rigging [9].
Pile Weight
W p = 63.426 ⋅ tonne
The deployment analysis [8] has found a maximum DAF of: Applied dynamic amplifica*on factor
DAF := 1.54
LiE angle to horizontal
α := 70deg
Design Load (Per sling - in 4 legged bridle)
Plower :=
W p ⋅ DAF 4 sin ( α)
= 25.986 ⋅ tonne
The design loads for the rigging will be determined in accordance with DNV-OS-H205 LiEing Opera*ons [5] & DNV 2.22 LiEing Appliances [6]. Load Factors Weight uncertainty factor
sfwuf := 1.05
Offset load factor
sfskl := 1.25
PDi-PF-058 Rev C2
(To account for weight of rigging and inaccuracies in calculated pile SW)
Page: 36 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Crosby ROV Shackle - Pile Padeyes to 4 leg Bridle Skew and weight factor
SF := sfskl ⋅ sfwuf SF = 1.31
Minimum required WLL required
WLLmin := ( Plower) ⋅ SF = 34.107 ⋅ tonne
Shackle working load limit
WLL := 55tonne
Shackle allowable dynamic load
ADL := min WLL ⋅ DAF ,
(55Te SWL Crosby ROV shackle with standard SF of 5, or equivalent) WLL ⋅ 5 3.0
[5] (4.2.1.2)
ADL = 84.700 ⋅ tonne
U*lisa*on
WLLmin ADL
= 0.403
OK
Wire Rope Sling - 4 Leg Bridle Load factor
γf := 1.3
Consequence factor
γc := 1.3
Reduc*on factor due to splicing
γs := 1.12
Diameter of wire rope
dr := 52mm
Thickness of shackle bow
Dt := 69mm
(Using a ferrule for securing)
(55 tonne Crosby G209 ROV Shackle - boGom end of wire rope)
(hardeye at masterlink, soE eye at shackle) Reduc*on factor for bending
γb :=
1
1 −
0.5 Dt d r 0.5
= 1.767
Greater of splicing & bending reduc*on factors
γr := max ( γs , γb) = 1.767
Wear and applica*on factor
γw := 1.05
Material factor
γm := 1.5
Twist factor
γtw := 1.0
(Slings well be only used for mobilisa*on and deployment - 2 liEs) (No issues surrounding twist is assumed for this opera*on)
( PDi-PF-058 Rev C2
) Page: 37 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Nominal safety factor
γsf := max ( γf ⋅ γc ⋅ γr ⋅ γw ⋅ γm ⋅ γtw , 2.3 ⋅ γr ⋅ γw ⋅ γtw) = 4.703
Minimum required breaking load (For single-leg sling with factored loading)
BLmin := ( Plower) ⋅ γsf ⋅ sfskl ⋅ sfwuf = 160.413 ⋅ tonne
Wire Rope WLL
BLactual := 192.7tonne
U*lisa*on
BLmin BLactual
OK
= 0.832
Masterlink - BoCom of Pennant There are two separate masterlink connec*ng the lower 4 leg bridal to the pennant lower shackle. Design force
Pupper := W p ⋅ DAF = 97.677 ⋅ tonne
Skew and weight factor
SF = 1.313
Minimum required WLL required per masterlink
WLLmin :=
Masterlink working load
WLL := 150tonne
Masterlink allowable dynamic load
ADL := min WLL ⋅ DAF ,
U*lisa*on
(Skew effects s*ll relevant)
Pupper ⋅ SF = 64.100 ⋅ tonne 2
WLLmin ADL
(150 SWL Masterlink) WLL ⋅ 5 3.0
= 231.000 ⋅ tonne OK
= 0.277
Shackle - Pennant to Lower Rigging Masterlinks Weight uncertainty factor
SF := sfwuf = 1.050
Minimum required WLL required
WLLmin := ( Pupper) ⋅ SF = 102.560 ⋅ tonne
Shackle working load limit
WLL := 150tonne
Shackle allowable dynamic load
ADL := min WLL ⋅ DAF ,
(150Te WWL Green Pin heavy Duty Shackle) WLL ⋅ 5 3.0
[1] (4.2.1.2)
ADL = 231.000 ⋅ tonne
U*lisa*on
WLLmin ADL
PDi-PF-058 Rev C2
= 0.444
OK
Page: 38 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Wire Rope Pennant Load factor
γf := 1.3
Consequence factor
γc := 1.3
Reduc*on factor due to splicing
γs := 1.12
(Using a ferrule for securing)
Reduc*on factor for bending
γb := 1
(Hardeye both ends)
Greater of splicing & bending reduc*on factors
γr := max ( γs , γb) = 1.120
Wear and applica*on factor
γw := 1.05
Material factor
γm := 1.5
Twist factor
γtw := 1.0
Nominal safety factor
γsf := max ( γf ⋅ γc ⋅ γr ⋅ γw ⋅ γm ⋅ γtw , 2.3 ⋅ γr ⋅ γw ⋅ γtw) = 2.981
Minimum required breaking load (For single-leg sling with factored loading)
BLmin := ( Pupper) ⋅ γsf ⋅ sfwuf = 305.749 ⋅ tonne
Wire Rope 76 mm dia WLL
BLactual := 424tonne
U*lisa*on
BLmin BLactual
(Slings well be only used for mobilisa*on and deployment - 2 liEs) (No issues surrounding twist is assumed for this opera*on)
(Assumed from client supplied diameter)
= 0.721
Shackle - Pennant to Masterlink and Pennant to masterlink Weight uncertainty factor
SF := sfwuf = 1.050
Minimum required WLL required
WLLmin := ( Pupper) ⋅ SF = 102.560 ⋅ tonne
Shackle safe working load
WWL := 150tonne
Shackle allowable dynamic load
ADL := min WWL⋅ DAF ,
(Green pin P-0 6036 150 Te shackle) WWL ⋅ 5 3.0
[5] (4.2.1.2)
ADL = 231.000 ⋅ tonne
U*lisa*on
WLLmin ADL
PDi-PF-058 Rev C2
= 0.444
OK
Page: 39 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
Masterlink to Crane Block Design force
Pupper := W p ⋅ DAF = 97.677 ⋅ tonne
Weight uncertainty factor
SF := sfwuf = 1.050
Minimum required WLL required
WLLmin :=
Masterlink working load
WWL := 152tonne
Masterlink allowable dynamic load
ADL := min WWL⋅ DAF ,
U*lisa*on
WLLmin ADL
PDi-PF-058 Rev C2
Pupper ⋅ SF = 51.280 ⋅ tonne 2
= 0.219
(150 SWL Masterlink) WWL ⋅ 5 3.0
= 234.080 ⋅ tonne OK
Page: 40 of 44
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
APPENDIX A DETAIL DRAWINGS
PDi-PF-058 Rev C2
Page: 41 of 44
NOTES: 5000 =
1253
=
2494
1253 15 THK. STIFF PLT. PS12 (TYP 4 PLACES)
z 6
TYP
P)
140
1770
(TY
2
)
517
-
=
P (TY
50
-
(TYP)
1253
3
140
2034
4540
500
50
(TYP)
=
SECTION B =
END PLATES FOR M24 x 65LG BOLTS C/W NUT & WASHER TO SUIT.
(TY P)
1253
(T = YP )
) YP (T
= 180
A
=
-
=
70
14
310 =
= 80 =
-
2500
70
2500
PLAN ON VERTICAL PILE GRILLAGE FRAME
300
80
B
REFERENCE DRAWINGS PP00011-PDI-EN-DRG-00002-001
VERTICAL PILE SUPPORT GRILLAGE SEAFASTENING G.A. & DETAILS
PP00011-PDI-EN-DRG-00003-001
VERTICAL PILE SUPPORT GRILLAGE SEAFASTENING FABRICATION DETAILS
15 THK. END PLT. (TYP)
ALL MEMBERS 305 x 158 UC U.N.O.
z 8
DETAIL
2
TYP THIS DRAWING IS THE PROPERTY OF CEONA AND MUST NOT BE COPIED, TRANSMITTED OR DISTRIBUTED, EITHER IN PART OR COMPLETE, WITHOUT THE WRITTEN PERMISSION OF CEONA. ALL PROPERTY RIGHTS ARE RESERVED BY CEONA
SECTION A
SCALE 1: 5 TYP. 3 LOCATIONS
210
4.75Te SHACKLE
R3 5
277
C03
GPA
RE-ISSUED FOR CONSTRUCTION
BRE
GDI
SRO
C02 17.11.14 RE-ISSUED FOR CONSTRUCTION
BRE
BLO
SRO
GAP
C01 31.10.14 ISSUED FOR CONSTRUCTION
BRE
JMU
SRO
GPA
A02 17.10.14 ISSUED FOR INTERNAL REVIEW
BRE
JMU
SRO
A01 16.10.14 ISSUED FOR IDC
BRE
JMU
SRO
z 8
z 6
CEONA ABO PHASE 3 PROJECT 20 THK. PADEYE PLATE PS9
145
VERTICAL PILE SUPPORT GRILLAGE FABRICATION G.A. & DETAILS
DETAIL
3
SCALE 1: 5 TYP. 4 LOCATIONS
TYP. PERPENDICULAR UC/UC CONNECTION SCALE 1 : 5
TYP. PERIMETER UC/UC CONNECTION SCALE 1 : 5
BRE
15.10.14
JMU
16.10.14
1 OF 1
1 : 25
C03
NOTES:
4200 PLT PS7 (FLANGE)
C PILE & GRILLAGE 1800 C UNDERDECK STIFF'R/BHD
C UNDERDECK STIFF'R/BHD
FWD
PLT PS3 (TYP) z 8
FR. 52
302
600 DECK TEE C
100
DECK TEE C
305 x 158 UC (REF)
100
UNDERDECK C STIFF'R/BHD
1200
100
DECK TEE
PLT PS6 250
FR. 45
305 x 158 UC (REF) z 8
2
1
-
250
DETAIL AT LOCATION DECK PLT
3 65
1
2
SCALE 1 :10 ALL AS LOCATION 1 U.N.O.
5
5
7
160
PLT PS7 (FLANGE)
1
SCALE 1 : 10 (VIEWED LOOKING FWD)
PLT PS4 305 x 158 UC (REF)
100
PLT PS7 (FLANGE)
140
100
6
DETAIL AT LOCATION
188
1430
C PILE & GRILLAGE
C PACKER PLT PS13 & STIFF PLT PS14
PACK PS2
z 8
4
PLT PS10 (TYP)
100
PLT PS3 (TYP)
4
C UNDERDECK STIFF'R/BHD 1545
C UNDERDECK STIFF'R/BHD
305 x 158 UC (REF) 250
z 8
6
5
6
6
DETAIL AT LOCATION
5
5 6
250
DETAIL AT LOCATION
4
SCALE 1 :10 ALL AS LOCATION 2 U.N.O. (VIEWED LOOKING FWD)
(TYP. 2 PLACES) SCALE 1 : 10
5
650 (REF)
2870
DECK TEE PLT PS5
SHIM GRILLAGE TO ENSURE BEARING AGAINST DECK TEE
VERTICAL PILE GRILLAGE FOR DETAILS, SEE DRG. No. PP00011-PDI-EN-DRG-00001-001
700
6
3 REFERENCE DRAWINGS PP00011-PDI-EN-DRG-00001-001
VERTICAL PILE SUPPORT GRILLAGE FABRICATION G.A. & DETAILS
PP00011-PDI-EN-DRG-00003-001
VERTICAL PILE SUPPORT GRILLAGE SEAFASTENING FABRICATION DETAILS
PP00011-PDI-EN-DRG-00012-001
PLEM AND VERTICAL PILE SUPPORT & TIE-DOWN LASHING & SEAFASTENING G.A.
PP00011-PDI-EN-DRG-00042-001
PLEM & VERTICAL PILE SEAFASTENING NORMAND PACIFIC DESTRUCT G.A. & DETAILS
EDGE OF VESSEL
-
1800
305 x 158 UC (REF)
1800
PLT PS6
STIFF PLT PS14
1
841
NOTE: DECK TIMBERS TO BE REMOVED LOCALLY TO ACCOMMODATE SEAFASTENING GUSSETS ETC.
A
PART PLAN ON NORMAND PACIFIC DECK 60
(REF)
SCALE 1 : 25 LIFTING PADEYES OMITTED FOR CLARITY
THIS DRAWING IS THE PROPERTY OF CEONA AND MUST NOT BE COPIED, TRANSMITTED OR DISTRIBUTED, EITHER IN PART OR COMPLETE, WITHOUT THE WRITTEN PERMISSION OF CEONA. ALL PROPERTY RIGHTS ARE RESERVED BY CEONA
PLT PS7
z 6 65 (REF)
300 = =
TACK
5 DECK 230 (REF)
PACK PS13 (NOTE 4)
250 (REF)
100 PLT PS7 (FLANGE)
DETAIL AT LOCATION
PLT PS6
7
SCALE 1 : 10
z 8
305 x 158 UC (REF) 1430
100
305 x 158 UC (REF)
C04
RE-ISSUED FOR CONSTRUCTION
BLO
GDI
SRO
GAP
C03
RE-ISSUED FOR CONSTRUCTION
BRE
GDI
SRO
GPA
C02 17.11.14 RE-ISSUED FOR CONSTRUCTION
BRE
BLO
SRO
GAP
C01 31.10.14 ISSUED FOR CONSTRUCTION
BRE
JMU
SRO
GPA
A02 17.10.14 ISSUED FOR INTERNAL REVIEW
BRE
JMU
SRO
A01 16.10.14 ISSUED FOR IDC
BRE
JMU
SRO
TYP TACK
305 x 158 UC (REF) z 8 DECK
(SIMILAR 6 PLACES) SCALE 1 : 10
5
z 8
ABO PHASE 3 PROJECT
DECK PLT PS5
PACK PS2 (NOTE 4)
DETAIL AT LOCATION
CEONA
65 (REF)
65 (REF)
z 10 PLT PS6
VERTICAL PILE SUPPORT GRILLAGE
15 THK PLT PS11
DETAIL AT LOCATION (TYP. 6 PLACES) SCALE 1 : 10
6
SECTION A (TYP. 2 PLACES) SCALE 1 : 10
SEAFASTENING G.A. & DETAILS
4 PLT PS7
DETAIL
1
SCALE 1 : 10
-
BRE
15.10.14
JMU
16.10.14
1 OF 1
AS NOTED
C04
NOTES: 50 15 THK. PLT.
420
275
200
160 15 THK. PLT.
GUSSET PLATE PS4
R (T 15 YP )
2 No. REQUIRED 50
125
325 65 THK. PLT.
INCLUDING "GREEN"
360
200
100
145
50
275
250
170 360
PACKER PLATE PS2
GUSSET PLATE PS3
7 No. REQUIRED
200
3 No. REQUIRED
15 THK. PLT.
100
140
100 15 THK. PLT.
250 INCLUDING "GREEN"
5 OFF 2mm THK 5 OFF 3mm THK
R2500
25
100
100
25
100
100
PACKER PLATE PS8
REFERENCE DRAWINGS 210
R (T 15 YP )
147
VERTICAL PILE SUPPORT GRILLAGE FABRICATION G.A. & DETAILS
100
210
R (T 15 YP )
PP00011-PDI-EN-DRG-00002-001
VERTICAL PILE SUPPORT GRILLAGE SEAFASTENING G.A. & DETAILS
60
100
PP00011-PDI-EN-DRG-00001-001 100
100
100
275
200
400
100
15 THK. PLT.
275
200
400
(TO BE USED AS REQUIRED BETWEEN DECK TEES AND GRILLAGE BEAMS)
15 THK. PLT.
310
247
FLANGE PLATE PS7 GUSSET PLATE PS5
GUSSET PLATE PS6
2 No. REQUIRED
7 No. REQUIRED
THIS DRAWING IS THE PROPERTY OF CEONA AND MUST NOT BE COPIED, TRANSMITTED OR DISTRIBUTED, EITHER IN PART OR COMPLETE, WITHOUT THE WRITTEN PERMISSION OF CEONA. ALL PROPERTY RIGHTS ARE RESERVED BY CEONA
PACKER PLATE PS13
10 No. REQUIRED
1 No. REQUIRED
445
210
275
170
50
C04
RE-ISSUED FOR CONSTRUCTION
BLO
GDI
SRO
GAP
C03
RE-ISSUED FOR CONSTRUCTION
BRE
GDI
SRO
GPA
C02 17.11.14 RE-ISSUED FOR CONSTRUCTION
BRE
BLO
SRO
GAP
C01 31.10.14 ISSUED FOR CONSTRUCTION
BRE
JMU
SRO
GPA
A02 17.10.14 ISSUED FOR INTERNAL REVIEW
BRE
JMU
SRO
A01 16.10.14 ISSUED FOR IDC
BRE
JMU
SRO
275
200
15 THK. PLT. 15 THK. PLT.
15 THK. PLT. 277
CEONA
15 THK. PLT.
ABO PHASE 3 PROJECT
50
20 THK. PLT.
150
50
140
R (T 15 YP )
125
325
INCLUDING "GREEN"
300
277
R (T 15 YP )
5
(T
R3
R1 5 YP )
137
VERTICAL PILE SUPPORT GRILLAGE 145
250
195
140
SEAFASTENING FABRICATION DETAILS PADEYE PLATE PS9 4 No. REQUIRED
GUSSET PLATE PS10 1 No. REQUIRED
SHEAR PLATE PS11 2 No. REQUIRED
STIFF PLATE PS12 12 No. REQUIRED
STIFF PLATE PS14
BRE
15.10.14
JMU
16.10.14
1 No. REQUIRED
1 OF 1
1:5
C04
NOTES:
12.7Te CROSBY (44.5 x 610) JAW/JAW TURNBUCKLE (VESSEL SUPPLIED)
25Te SHACKLE 10Te ROUNDSLING x 8800 E.W.L.
PILE TIE-DOWN ARRANGEMENT AT LOCATION
1
5 No. REQUIRED
z 8
REMOVABLE BULWARK BASE PLATE (REF)
8 Te PIVOT LINK (S-265)
z 8
100
z 8
DECK PLT (REF)
8 Te PIVOT LINK (S-265)
5 Te PIVOT LINK (S-265) ON BASE PLT BP2
5 Te PIVOT LINK (S-265) ON BASE PLT BP1
8 Te PIVOT LINK (S-265) UNDER-DECK BULKHEAD (REF)
REMOVABLE BULWARK BASE PLATE (REF)
85
DECK PLT (REF)
80
UNDER-DECK BULKHEAD (REF)
z 8
z 8
DECK TEE (REF)
1a
1b
1c
1d
1e
CONTINGENCY PILE TIEDOWN TO DECK DETAILS 180 35
25 THK. PLT
100
110
170
100
170
35
REFERENCE DRAWINGS
210
PP00011-PDI-EN-DRG-00012-001
140
25 THK. PLT THIS DRAWING IS THE PROPERTY OF CEONA AND MUST NOT BE COPIED, TRANSMITTED OR DISTRIBUTED, EITHER IN PART OR COMPLETE, WITHOUT THE WRITTEN PERMISSION OF CEONA. ALL PROPERTY RIGHTS ARE RESERVED BY CEONA
2
3
4
LOCATION
QTY
STRAP LENGTH 'L'
2
4
3600
3
2
4000
4
2
4200
5
4
4400
35
35
O/ALL STRAP LENGTH 'L'
TIE-DOWN ENDLESS LASHING ARRANGEMENT AT LOCATIONS
PLEM & VERTICAL PILE SUPPORT & TIE-DOWN LASHING & SEAFASTENING G.A.
M24 BOLTS (EXISTING)
BASE PLT BP1
M24 BOLTS (EXISTING)
BASE PLT BP2
5
50
C02 22.12.14 RE-ISSUED FOR CONSTRUCTION
BRE
GDI
SRO
GAP
C01 12.11.14 ISSUED FOR CONSTRUCTION
BRE
BLO
SRO
GAP
A02 03.11.14 ISSUED FOR INTERNAL REVIEW
BRE
JMU
SRO
A01 31.10.14 ISSUED FOR IDC
BRE
JMU
SRO
15 THK. PLT.
50
100
CEONA ABO PHASE 3 PROJECT
FOR LOCATIONS, SEE DRAWING No. PP00011-PDI-EN-DRG-00012-001 200
PLEM AND VERTICAL PILE SUPPORT & TIE-DOWN LASHING & SEAFASTENING DETAILS
PLEM SUPPORT TABLE SEAFASTENING GUSSET PLT AT LOCATION 6 No. REQUIRED SCALE 1 : 5
6
BRE
30.10.14
JMU
31.10.14
1 : 10
C02
5388
5388
C PIVOT LINK
C
B
2
C PIVOT LINK
4
FWD
C PILE & SUPPORT GRILLAGE
5 3
6
6 1231 (REF)
6
6
EDGE OF CRADLE C VESSEL
6
C PIVOT LINK
2330
3
5
C PIVOT LINK
C PLEM & SUPPORT TABLE 2339
6
5
4
1c
1b 1492
1672
2535
2400 4
PART PLAN ON NORMAND PACIFIC DECK 1a
BASE SUPPORT FRAME OMITTED FOR CLARITY SEAFASTENING PADEYE (REF)
A
203 x 86UC (REF)
-
3
8630
2400
REFERENCE DRAWINGS 2870
C PIVOT LINK
2400
C PILE & SUPPORT GRILLAGE
2
2655
4
2635
PLEM SUPPORT TABLE FOR DETAILS, SEE DRG. No. PP00011-PDI-EN-DRG-00013-001
3
C PIVOT LINK
C PIVOT LINK
2
C PIVOT LINK & UNDERDECK BULKHEAD
5
C PIVOT LINK
6603 1700
VESSEL 3202
FR. 50
FR. 0
C PIVOT LINK C PLEM & SUPPORT TABLE
2
NOTES:
1200
3000
C PIVOT LINK
PP00011-PDI-EN-DRG-00002-001
VERTICAL PILE SUPPORT GRILLAGE SEAFASTENING G.A. & DETAILS
PP00011-PDI-EN-DRG-00004-001
PLEM & VERTICAL PILE SUPPORT & TIE-DOWN LASHING & SEAFASTENING DETAILS
z 6 15 THK PLT ALIGNED WITH WEB OF DECK TEE AND SUPPORT TABLE LEG.
1d
1e B
100
LOCATIONS 1a - 1e REPRESENT TYPICAL VERTICAL PILE TIE-DOWN BASE DETAILS, SEE DRG. No. PP00011-PDI-EN-DRG-00004-001
TOP OF DECK TEE C PIVOT LINK 3000
200
PLEM SUPPORT TABLE SEAFASTENING ARRANGEMENT AT LOCATION 6
SUCTION PILE (REF)
VERTICAL PILE SUPPORT GRILLAGE FOR DETAILS, SEE DRG. No. PP00011-PDI-EN-DRG-00001-001
C
C PIVOT LINK/PILE 3000
THIS DRAWING IS THE PROPERTY OF CEONA AND MUST NOT BE COPIED, TRANSMITTED OR DISTRIBUTED, EITHER IN PART OR COMPLETE, WITHOUT THE WRITTEN PERMISSION OF CEONA. ALL PROPERTY RIGHTS ARE RESERVED BY CEONA
C PIVOT LINK
500 10 Te ENDLESS RATCHET STRAP SEE NOTE 5
HEA 200 (REF)
8 Te PIVOT LINK (S-265) - SEE NOTES 2 & 7.
9380
6 No. REQUIRED SCALE 1 : 5
1
1
C02 22.12.14 RE-ISSUED FOR CONSTRUCTION
BRE
GDI
SRO
GAP
C01 17.11.14 ISSUED FOR CONSTRUCTION
BRE
BLO
SRO
GAP
A02 03.11.14 ISSUED FOR INTERNAL REVIEW
BRE
JMU
SRO
A01 31.10.14 ISSUED FOR IDC
BRE
JMU
SRO
W14 x 16 x 193 (REF)
CEONA ABO PHASE 3 PROJECT
z 8
PIVOT LINK (TYP)
PILE SUPPORT GRILLAGE (REF)
SECTION A SCALE 1 : 37.5
PLEM TIE-DOWN LASHING ARRANGEMENT AT LOCATIONS 2 3 4 5 12 No. REQUIRED SCALE 1 : 10
TYP
PLEM AND VERTICAL PILE SUPPORT & TIE-DOWN LASHING & SEAFASTENING G.A. BRE
30.10.14
JMU
03.11.14
1 OF 1
1 : 75
C02
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
APPENDIX B REFERENCE DRAWINGS
PDi-PF-058 Rev C2
Page: 42 of 44
OML 125 ABO PHASE 3 PROJECT PLEM MODULE – DOCKING PILE GUIDES DETAILS
EX-CO
00
31/05/2014
Issued for construction
EX-DE
00
04/02/2014
Issued for Approval
Validation Status
Rev.
Date
Company logo and business name
Description
SBR
GP
SBR
GP
Prepared by
Checked by
Project name
PF
RR
PF
RR
Approved by
Contractor Approval
Company Approval
Company identification
OML125
322987DUDD00155
ABO PHASE 3 PROJECT Contractor logo and business name
Contractor document ID -
UNION ENERGY Vendor logo and business name
Vendor Identification 750031-S-00-GA-0015
BREDA ENERGIA Facility Name ABO
Location
Scale
Sheet of Sheets
NIGERIA - OFFSHORE
n.a.
1/3
Document Title
PLEM MODULE – DOCKING PILE GUIDE - DETAILS
Supersedes N. Superseded by N. Plant Area Plant Unit
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Company Identification
Contractor Identification
322987DUDD00155
Rev. index.
Sheet of Sheets
Validity Status
Rev. No.
EX-CO
00
2/3
REVISION HISTORY
Rev.
Date
EX-DE 00 EX-CO 00
04/02/2014 31/05/2014
Nr. of sheets 3 3
Description Issued for Approval Issued for construction
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
Sheet of Sheets
Contractor Identification
322987DURC00050
Validity Status
Rev. No.
EX-DE
02
2 / 11
REVISION HISTORY
Rev.
Date
EX-DE 00 EX-DE 01 EX-DE 02
23/12/2013 07/02/2014 06/05/2014
Nr. of sheets 11 11 11
Description Issued for approval Issued for approval - general revision Issued for approval - general revision
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
Sheet of Sheets
Contractor Identification
322987DURC00050
Validity Status
Rev. No.
EX-DE
02
3 / 11
INDEX
1.
SCOPE................................................................................................................................. 4
2.
REFERENCES ....................................................................................................................... 5
3.
ABBREVIATIONS AND TERMS .............................................................................................. 5
4.
PROCEDURE ........................................................................................................................ 6
5.
LOCAL REFERENCE SYSTEM.................................................................................................. 6
6.
SUMMARY .......................................................................................................................... 9
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
322987DURC00050
1.
Sheet of Sheets
Contractor Identification Validity Status
Rev. No.
EX-DE
02
4 / 11
SCOPE
The scope of this report is to provide overall weight and buoyancy as well as the C.O.G. and C.O.B. coordinates of the PLEM module and suction pile with base frame to be installed in ABO field.
The installation of those components will be done in two steps: •
Installation of foundation pile with base frame on the seabed;
•
Installation of PLEM module on the base frame previously installed;
The PLEM module is composed of the following components: •
PLEMstructure (including docking panel and ROV panel);
•
Tie-in guidance system and pressure cups
•
Piping system.
The base frame is composed of the following components: •
Base frame for the PLEM module;
•
Suction pile;
•
Levelling system;
Two different conditions have been analysed for each one of the two lifting: •
Lifting in air;
•
Lifting in water (considering the buoyancy of each item).
It has been considered that the piping will be flooded during installation.
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
322987DURC00050
2.
Sheet of Sheets
Contractor Identification Validity Status
Rev. No.
EX-DE
02
5 / 11
REFERENCES
/R1/
Design Premises – doc. 322987DURC00025
/R2/
General Arrangement – doc. 322987DUDA00035
/R3/
PLEM module assembly – doc. 322987DUDA00074
/R4/
Base frame assembly – doc. 322987DUDA00146
/R5/
Suction pile assembly – doc. 322987DUDA00149
/R6/
Piping MTO
/R7/
Structure MTO
3.
ABBREVIATIONS AND TERMS
PLEM
Pipeline End Manifold
CoG
Center of gravity;
CoB
Center of buoyancy;
rH2O
water density
rSTEEL
steel density
calc.
calculated
curr.
current
cont.
contingency
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
322987DURC00050
4.
Sheet of Sheets
Contractor Identification Validity Status
Rev. No.
EX-DE
02
6 / 11
PROCEDURE
The computation of weights and CoGs for each item is based on the updated 3D model for PLEM module structure (foundation, cover, tie-in guidance system, ROV panel, docking panel), for the base frame and for the suction pile. The piping weight has been calculated from the MTO.
The buoyancies have been calculated considering fully submerged conditions for both the lifting. The assumed density for sea water is rH2O=1.025 kg/m³.
For the PLEM module all the tubular members are self-flooding.
Different contingency factors have been considered for the various items depending on the expected accuracy of the weights calculations.The used contingency factors for each component are shown in Tab. 1 and Tab. 3.
In all the analysis the total buoyancy for each item has been calculated as it is explained hereafter: Steel buoyancy: (steel weight / ρSTEEL) * ρH2O; The CoB of steel buoyancy is assumed to be the same of steel CoG. For the piping the tot. buoyancy has been calculated as summary of steel buoyancy and piping internal volume buoyancy, then water inside has been considered as additional ballast.
The rigging system is not included in the weight estimation and shall be added by marine operation contractors.
On section 6it is shown the detailed weight and buoyancy calculation for all the components.
The resultant submerged weight and CoG coordinates reported in Tab. 5 and Tab. 6 have been calculated considering the total weight in air (with contingency) minus buoyancy.
5.
LOCAL REFERENCE SYSTEM
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
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Contractor Identification
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Validity Status
Rev. No.
EX-DE
02
7 / 11
The reference system for the definition of the CoG and CoB coordinates of PLEM and base frame structures is shown in Fig. 1. The origin of this system is at the suction pile top centre and the z axis is pointing upwards.
Fig. 1 – PLEM module and Suction pile reference system
Fig. 2 – PLEM module installation configuration
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
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Sheet of Sheets
Contractor Identification Validity Status
Rev. No.
EX-DE
02
8 / 11
Fig. 3 –Base frame and suction pile installation configuration
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
322987DURC00050
6.
Sheet of Sheets
Contractor Identification Validity Status
Rev. No.
EX-DE
02
9 / 11
SUMMARY
Summary of results for the PLEM module with piping and the base frame with suction pile are reported in the next Tab. 1, Tab. 2, Tab. 3, Tab. 4 , Tab. 5 and Tab. 6. When not otherwise indicated, all figures are provided in N (weights and buoyancies) and mm (coordinates of CoG and CoB).
NET WEIGHT IN AIR
CON.CY
[N] PLEM STRUCTURE
CoG COORDINATES
TOT WEIGHT IN AIR
X
Y
Z
[%]
[N]
[mm]
[mm]
[mm]
197794
1,05
207684
38
1
2910
PIPING
108190
1,05
113600
-1642
-34
2339
INSULATION
19620
1,15
22563
-1006
73
1850
TIE-IN GUIDANCE SYSTEM
51012
1,05
53563
0
0
4240
PERMANENT PRESS. CAP
40230
1,10
44253
0
0
4630
PLEM ANODES
11772
1,10
12949
0
0
2888
TOT
428618
-
454611
-443
-4
3038
ITEM
Tab. 1 – PLEM module with piping weight and CoG coordinates At this stage of the project it is reasonable to consider as the maximum expected weight not to be exceeded for the PLEM module (with relative piping) the total weight in air plus 10% of uncertainty: PLEM module (with piping)max expected weight not to be exceeded= 454611*1.10=500 kN Referring to rev. 1 of same document, PLEM weight increasing is mainly due to water inside piping. NOTE: Rigging equipment is not included in the specified weight not to be exceeded. CoB COORDINATES ITEM
BUOYANCY X
Y
Z
[N]
[mm]
[mm]
[mm]
PLEM STRUCTURE
26456
38
1
2910
PIPING
18295
-1854
-42
2380
INSULATION
29964
-1006
73
1850
TIE-IN GUIDANCE SYSTEM
6823
0
0
4240
PERMANENT PRESS. CAP
5637
0
0
4630
PLEM ANODES
4709
0
0
2888
TOT
91885
-686
16
2662
Tab. 2 – PLEM module with piping buoyancy and CoB coordinates
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
322987DURC00050
NET WEIGHT IN AIR
CON.CY
[N]
[%]
BASE FRAME + SCREW JAKS
97857
SUCTION PILE
ITEM
Sheet of Sheets
Contractor Identification
TOT WEIGHT IN AIR
Validity Status
Rev. No.
EX-DE
02
10 / 11
CoG COORDINATES X
Y
Z
[N]
[mm]
[mm]
[mm]
1,05
102750
-230
19
985
432920
1,05
454566
37
0
-3611
BASE FRAME ANODES
1884
1,10
2072
0
0
989
SUTION PILE ANODES
5494
1,10
6043
0
0
0
TOT
538155
-
565432
-12
3
-2720
Tab. 3 – Suction pile with base frame weight and CoG coordinates At this stage of the project it is reasonable to consider as the maximum expected weight not to be exceeded for the suction pile (with base frame) the total weight in air plus 10% of uncertainty: Suction pile (with base frame) max expected weight not to be exceeded= 565432*1.10=622 kN. NOTE: Rigging equipment is not included in the specified weight not to be exceeded. CoB COORDINATES ITEM
BUOYANCY X
Y
Z
[N]
[mm]
[mm]
[mm]
BASE FRAME
13089
-230
19
985
SUCTION PILE
57906
37
0
-3611
BASE FRAME + ANODES
754
0
0
989
SUTION PILE ANODES
2198
0
0
0
TOT
73947
-12
3
-2643
Tab. 4 – Base frame with suction pile buoyancy and CoB coordinates
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Rev. index. Company Identification
Sheet of Sheets
Contractor Identification
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Validity Status
Rev. No.
EX-DE
02
11 / 11
The resultant submerged weight for the PLEM module with piping and relative CoG coordinates are the following:
TOT SUBMERGED WEIGHT [N] 362726
TOT CoG COORDINATES X
Y
Z
[mm] -381
[mm] -33
[mm] 1653
Tab. 5 – PLEM module with piping submerged weight and CoG coordinates The resultant submerged weight for the suction pile with base frame and relative CoG coordinates are the following: TOT SUBMERGED WEIGHT [N] 491485
TOT CoG COORDINATES X
Y
Z
[mm] -12
[mm] 0
[mm] -2856
Tab. 6 – Base frame with suction pile submerged weight and CoG coordinates
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
Lifting Lifting Lifting Capacity in Capacity in Capacity in Metric tons Metric tons Metric tons V-Class Hook² T-Class Hook² P-Class Hook²
Dimensions (mm) a3
b1
d1
e
f1
h
L
l1
1,6 8 6,3 4 45 36 59 2,5 12,5 10 6,3 50 40 65 4 20 16 10 56 45 73 5 25 20 12,5 63 50 82 6 32 25 16 71 56 92 8 40 32 20 80 63 103 10 50 40 25 90 71 116 12 63 50 32 100 80 130 16 80 63 40 112 90 146 20 100 80 50 125 100 163 25 125 100 63 140 112 182 32 160 125 80 160 125 205 40 200 160 100 180 140 230 50 250 200 125 200 160 260 63 320 250 160 224 180 292 80 400 320 200 250 200 325 100 500 400 250 280 224 364 125 630 500 320 315 250 408 160 800 630 400 355 280 458 200 1000 800 500 400 315 515 250 1250 1000 630 450 355 580 ¹ Hook can also be delivered without notch ² Lifting capacity determined according to cranegroup 1Bm as specified in DIN 15400
34 40 48 53 60 67 75 85 95 106 118 132 150 170 190 212 236 265 300 335 375
36 42 48 53 60 67 75 85 95 106 118 132 150 170 190 212 236 265 300 335 375
100 112 124 143 160 182 192 210 237 265 315 335 375 420 460 515 575 645 725 800 875
183 208 238 266 301 337 377 421 471 531 598 672 754 842 944 1062 1186 1330 1505 1685 1885
43 50 60 67 75 85 95 106 118 132 150 170 190 212 236 265 300 335 375 425 475
265 300 390 372 505 535 585 616 718 852 1000 1020 1215 1312 1436 1515 1725 1885 2120 2423 2725
222 250 330 305 430 450 490 510 600 720 850 850 1025 1100 1200 1250 1425 1550 1745 1998 2250
Hook nr.
a1
a2
y1=y2 Weight (kg) 60 65 93 93 93 104,5 117,5 132,5 148,5 165,5 185 207 233 265 297 331 370 414,5 466 522,5 587,5
5,3 6,9 10 12,5 17,5 26,3 35 49 60 97 135 193 280 338 539 760 1100 1491 2115 3015 4268
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The wave climate is dominated by swell from storms in the Southern and the South-eastern Atlantic Ocean. Locally rough waves are caused only by squall lines and thunderstorms. Swell conditions are characterized by long periods and are sharply focused from the direction 170 200 degrees. The following table summarizes the annual average frequency of swell height and period (peak period). Ò °
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13.56
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9.62
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8.61
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2.96
4.91
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1.49
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As concerns the sea conditions generated by local winds, the following table summarizes the annual average frequency of wave height and period (zero-up crossing). The most frequent directions of the local waves are from S (31% of the occurrences) and SW (64%) with minor contributions from SE (1.3%) and W (2.4%). Ò °
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15.92
13.10
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5.56
4.29
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This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
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The long term global sea state distribution is reported in the following table, with reference to a total number of 29200 sea states. It accounts both for swell and for local conditions. Ò °
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75 430
135
20
555
190
50
10
5
2000
3060
2050
925
355
85
25
6
1695
2880
2585
1495
735
210
70
20
890
1735
1305
665
320
70
15
3
340
805
615
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1100
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380
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¾
Ä
135
Ã
Ã
245
60
1
5 Ô
ï
Å
Í
¹
ê
º
Ð
Ñ
Ó
Ò
Ð
»
Ò
º
»
º
Å
Ð
Ò
º
Ñ
º
Æ
Æ
¹
ð
Æ
The corresponding long term wave distribution, referred to 100 years, is reported in the following two tables for swell and local seas respectively. Wave height represents individual regular waves. Â
ñ
é
é
ñ
Ð
Õ
Ð
ê
Õ
Ð
º
Ï
Ñ
Ð
Ò
Ô
é
Å
»
Å
Ð
º
»
º
Ð
Ð
Ï
Ñ
Ð
Ò
Å
Ð
º
»
º
Ð
Æ
Æ
Ó
Ð
Æ
Å
»
º
Ð
ê
¹
Ñ
Î
Û
Ó
Ý
Û
Ó
Ý
¸
Û
Ò
Ñ
¹
ë
ð
Ô
é
Ú
Í
é
Í
Ý
»
Æ
Æ
¼
Ù
»
Ð
Ò
Æ
æ
0 -1
0.6
8.3
229.230.200
1-2
1.4
8.8
124.639.500
2-3
2.3
9.3
14.913.300
3-4
3.3
10.0
1.073.000
4-5
4.3
11.0
73.200
5-6
5.3
13.0
6.000
6-7
6.3
15.0
ï
Í
ê
º
Ð
Ñ
Ó
Ù
»
Å
Ð
Ò
º
Ñ
Æ
Â
é
Ð
Õ
Ð
ê
Õ
º
º
Æ
ñ
Ú
¹
ð
Û
Ò
Ù
Ð
º
Ð
ê
¹
Ñ
Î
Ð
Ï
Ñ
Ð
Ò
º
»
ñ
º
Å
º
¹
Ò
Ý
Æ
Ô
é
Ð
Ð
Ï
Ñ
Ð
Ò
Å
Ð
º
»
º
Æ
Ó
Í
¹
Å
Ð
Æ
Û
Å
¼
Æ
Å
»
¼
Æ
é
Ú
»
500
Ô
é
Å
¹
Ð
Ó
Ð
Æ
Ñ
¹
ë
ð
Ý Ô
é
Å
Û
Ó
Ý
¸
Û
Ò
Í
é
Í
»
Ý
Æ
Æ
¼
Ù
»
Ð
Ò
Æ
æ
0 -1
0.5
4.4
638.728.600
1-2
1.4
4.6
69.465.200
2-3
2.4
4.9
3.107.500
3-4
3.4
5.4
104.500
4-5
4.4
6.0
2.500
5-6
5.4
7.0
ï
Í
ê
º
Ð
Ñ
Ó
Ù
»
100
Ô
é
Å
¹
Å
Ð
Ò
Æ
º
Ñ
º
Æ
ð
¹
Æ
Ú
Û
¼
¹
Ú
»
¼
Ò
Ð
»
Å
Í
Å
¹
º
Æ
¹
Ò
Ý
Æ
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
I
z
a
L
`
I
z
Y
y
I
Y
p
c
d
d
e
f
f
g
h
i
j
f
f
f
f
M
k
a
`
a
K
^
I
y
K
M
K
n
o
r
G
\
ò
ã
ó
ô
È
ó
É
õ
ó
Ê
ö
÷
¥
¦
ø
Ë
ù
ú
¦
ú
Ì
÷
û
¯
ü
ý
¢
£
þ
¡
ÿ
¡
¯
¢
G
I
K
b
o
z
z
î
K
e
Y
I
I
~
V
q
¬
û
Extreme swell characteristics are provided in the following table: ¶
Á
·
·
Î
Ð
»
é
Å
Ú
ê
Å
ë
Æ
»
Æ
º
Ù
»
Ð
ê
Õ
º
Û
Ó
Ý
é
Ó
Ð
Æ
Ô
»
Õ
Æ
Ó
Ù
»
Ð
Õ
Ð
ê
Æ
Õ
º
Û
Ó
Ý
Æ
è
é
Ú
Ò
Ò
Í
¹
»
º
Í
Ð
Ù
»
Ð
Ï
Ð
Ñ
Í
¹
Æ
Ü
Ï
Ð
»
Ï
Ð
Ñ
¹
Æ
Û
Ò
Ý
Æ
Å
Ú
ê
Ð
¹
ë
»
Ò
Ò
Í
¹
»
º
Í
Ð
Ï
Ð
Ñ
¹
Æ
Ò
Û
Ò
Ò
Ò
º
¹
Ñ
Ó
¶
·
Î
Ý
Æ
Ð
»
Ñ
Ò
Ò
º
¹
Ñ
Ó
¶
Î
Ð
»
Ñ
Ò
º
¹
Ñ
Ó
3.62
3.41
3.15
7.40
6.41
5.12
15.9
15.8
15.7
13.8 - 17.8
13.7 - 17.7
13.9 - 17.9
ñ
»
Ñ
À
Í
º
Ñ
Ð
Ó
Ð
Ò
º
¹
Ñ
Ó
»
º
»
The irregular sea state will be represented by means of a JONSWAP type spectrum with J = 15. Stoke's V order theory will be utilized to represent regular wave conditions. Duration of each sea state at least equal to 6 - 12 hours shall be considered.
ò
ó
ô
ó
õ
ó
õ
ü
ú
÷
û
ü
ý
þ
ÿ
û
Extreme omni-directional local wave characteristics are provided in the following table: ¶
Á
·
·
Î
Ð
Å
Ú
ê
»
Æ
º
Ù
»
Ð
Ð
ê
º
Û
Ó
Ó
Ù
»
Ð
Õ
Ð
ê
Æ
Õ
º
Û
Ó
Ò
Í
¹
»
º
Í
Ð
Ù
»
Ð
Ï
Ð
Ñ
Ü
Ï
Ð
»
Ï
Ð
Ñ
¹
Æ
Û
Ò
Å
»
Ú
ê
Ð
¹
ë
»
Ò
Ò
Í
¹
»
Æ
º
Ð
Í
Ï
Ð
Ñ
¹
Ò
Û
Ò
Ý
Æ
À
Ñ
Ó
¶
·
Î
Ð
»
Ñ
Ò
Ò
º
¹
5.0 - 8.5
4.0 - 7.5
Ý
Æ
ñ
¹
5.7
Í
¹
Æ
º
6.8
é
Ú
Ò
Ò
2.09
Ý
Æ
è
Ò
3.76
Ý
é
Ó
Õ
Æ
Ô
»
Õ
Æ
Ñ
5.20
Å
ë
Æ
»
2.89
é
Ñ
Ó
é
Ú
º
Ñ
Ð
Ó
Ð
¼
¹
Í
»
¼
Ù
»
Ð
»
º
»
The irregular sea state will be represented by means of a JONSWAP type spectrum with J = 3.3. Stoke's V order theory will be utilized to represent regular wave conditions. A standard duration of each sea state equal to 3 hours will be considered.
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
I
z
a
L
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I
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Y
y
I
Y
p
c
d
d
e
f
f
g
h
i
j
f
f
f
f
M
k
a
`
a
K
^
I
y
K
M
K
n
o
r
\
Ì
¨
¥
¥
¦
¢
á
¤
¥
K
b
o
z
~
V
q
î
â
¦
G
I
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G
î
K
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Y
I
I
§
¨
¦
¢
©
ª
«
¡
¬
¥
¡
®
¨
¡
¯
¢
Current frequency distribution is reported in the following table (direction toward which current flows): °
±
±
ç
Ñ
·
Æ
¶
¾
·
·
¶
¾
²
·
·
¾
²
¾
·
Ã
¾
·
Ã
¾
²
·
³
¾
·
³
¾
²
·
·
¾
²
¾
Ã
·
´
·
Ç
· ±
¶
·
¶
·
Ä
¶
µ
·
±
¶
·
±
³
·
¿
·
±
Ã
·
Ã
·
Ã
¹
º
»
1.08
0.60
0.27
0.18
1.02
1.15
0.46
0.12
0.05
1.57
1.15
0.42
0.20
0.06
2.48
1.10
0.50
0.09
3.83
3.20
2.19
1.45
3.64
5.74
6.30
6.23
2.15
5.04
5.96
1.74
2.63
1.79
·
´
²
·
¿
¾
·
¿
¾
¸
0.09
0.02
0.38
0.45
0.65
0.10
4.41
1.94
0.68
0.51
0.05
1.90
1.08
0.37
0.04
1.78
0.57
0.20
0.04
1.96
1.42
0.71
0.26
0.02
1.62
1.24
1.04
0.71
0.12
0.02
0.73
0.40
0.26
0.08
·
´
Ç
¾
¶
¶
Ã
¾
µ
¶
³
¾
´
µ
¾
·
³
·
¾
1.90
³
µ
±
0.36
±
¼
·
¾
Ã
3.12
±
»
Ã
¾
0.67
1.38
º
à ±
0.01
±
¹
¾
0.01
±
¼
´
¾
Ä
0.05
1.17
· ±
¸
1.05
·
¾
Ä
·
³
³ ±
¾
¶
Ã
±
¾
Ä
¿
´
µ
±
¾
·
¿
³
¾
¿
¿
´
Ã
µ
Ã
¿
¾
³
¾
³
¾
±
Ã
³
Ä
0.03
±
Ã
¶
±
¾
¿
¾
´
¾
³
·
¾
Ä
·
·
´
¾
¶
¶
·
·
¾
Ä
è
Ô
é
Ú
Ð
Ñ
»
ê
Ð
Ï
Ð
Å
Ñ
Ú
Ð
º
»
ê
Ð
Ô
Ú
Å
¹
Ñ
Ñ
Ú
Ú
Ð
Ð
¹
Å
ë
Ñ
Ñ
Í
Ð
º
Ò
Ï
Ð
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Ð
Û
Ó
Ü
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º
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Å
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Ð
Ï
º
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Û
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Ñ
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¼
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¦
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£
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¢
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Ñ
Î
Ý
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¬
The following current profiles are to be considered, for the 100 years, 10 years and 1-year storm respectively:
Ð
Ï
º
Õ
Û
Ó
Ý
¶
·
·
Î
Ð
Ô
Ú
·
Û
Ò
Ñ
¿
ë
»
Ð
Ý
·
±
·
Ã
·
·
Ä
´
·
»
Ñ
Ò
Ò
º
¹
Ñ
Ó
¶
·
Î
Ð
»
Ò
Ò
º
¹
Ñ
Ó
¶
Î
Ð
»
Ñ
Ò
º
0.92
0.81
0.68
0.48
0.43
0.37
0.46
0.41
0.35
0.33
0.29
0.24
0.19
·
Ñ
0.17
¹
Ñ
Ó
0.15
Ô
Å
Ñ
Ñ
Ð
Í
º
Ò
Ï
Ð
Ð
Ò
Ï
Ñ
¹
ë
¼
Ð
Ò
Û
Ó
Ü
Ò
Ý
Æ
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
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Y
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Y
p
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d
d
e
f
f
g
h
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f
f
f
M
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K
^
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M
K
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G
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¬
¥
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á
¢
G
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[
â
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¡
©
ä
¡
£
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¬
The following table of normal tide will be assumed, with reference to the considered water depth (Chart Datum):
È
É
Ê
¥
¦
Ë
Highest astronomical tide
1.95 m
Lowest astronomical tide
Mean high water springs
1.60 m
Maximum range
2.07 m
Mean high water
1.43 m
Spring range
1.37 m
Mean tide level
0.90 m
Mean range
1.06 m
Mean Low water
0.36 m
¦
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¯
¢
£
¡
¡
¯
¢
-0.12 m
¬
The storm tide values reported in the following table will be assumed, with reference to the considered water depth: Ô
Å
Ñ
Ð
º
Í
Ñ
Ï
Ð
Ñ
¹
Æ
¶
·
·
¶
Î
Î
Ð
Ð
»
»
Ñ
Ñ
Å
Õ
ê
Õ
Ð
Ò
º
»
Ò
º
Ñ
¹
Ú
¹
Ó
Æ
Ò
Í
»
Æ
¼
Í
º
Ð
Û
Ó
Ý
Ó
»
Ò
º
¹
Ñ
Ó
º
Æ
1.95 1.80
Í
Ð
Æ
Û
Ó
Ý
º
¹
º
»
¼
º
Ð
Û
Ó
Ý
Æ
0.10
2.05
0.05
1.85
Á
Í
º
¹
Ñ
Ó
º
Ð
Ò
Æ
This document is CONFIDENTIAL and the sole property of the Company. It shall neither be shown to third parties nor used for other purposes than those for which it has been issued/sent. Any unauthorized attempt to reproduce it, in any form, is strictly prohibited.
1
2
3
4
5
6
7
8
9
10
A
A
B
B
C
C
D
D
E
E
F
F
G G
OML 125 A BO PHASE 3 P ROJECT
322987DUDA00149
UNION ENERGY 750031-S-00-AD-0009
BREDA ENERGIA
H
ABO
H O FFSHORE-NIGERIA
1:40 1 OF 2
SUCTION PILE - ASSEMBLY
1
2
3
4
5
6
7
8
9
10
A1
1
2
3
4
5
6
7
8
9
10
A
A
B
B
C
C
D
D
E
E
F
F
G G
OML 125 A BO PHASE 3 P ROJECT
322987DUDA00149
UNION ENERGY 750031-S-00-AD-0009
BREDA ENERGIA
H
ABO
H O FFSHORE-NIGERIA
1:40 2 OF 2
SUCTION PILE - ASSEMBLY
1
2
3
4
5
6
7
8
9
10
A1
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
APPENDIX C STAAD Pro ANALYSIS INPUT FILES
PDi-PF-058 Rev C2
Page: 43 of 44
STAAD SPACE START JOB INFORMATION ENGINEER DATE 10/02/15 ENGINEER SRO CHECKER JCU CLIENT CEONA PROJECT ABO PHASE 3 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 3 2.3097 0 0.956709; 8 -2.3097 0 0.956709; 11 0 0 2.271; 13 1.24871 0 2.271; 14 -1.249 0 2.271; 15 2.3097 0 0; 16 -2.3097 0 0; 32 2.3097 0 -0.956709; 33 -2.3097 0 -0.956709; 34 0 0 -2.271; 35 1.24871 0 -2.271; 36 -1.249 0 -2.271; 235 -1.77907 0 -1.6142; 237 -2.3097 0 -0.5; 238 0 0 -0.5; 239 -0.516 0 0; 241 -0.516 0 -2.271; 242 1.554 0 0; 251 2.3097 0 -0.5; 258 0 0 0; 259 2.3097 0 0.5; 260 0 0 0.5; 261 -2.3097 0 0.5; 267 -1.049 0 2.271; 268 1.04871 0 2.271; 272 -1.049 0 -2.271; 273 1.04871 0 -2.271; 294 -1.92773 0 -1.43; 295 1.92763 0 -1.43; 299 -1.83492 0 1.545; 300 1.83479 0 1.545; 301 0 0 1.545; 302 -1.7395 0 1.66324; 304 1.73934 0 1.66324; 306 1.77893 0 -1.6142; 307 0 0 -0.956709; 308 0.64871 0 2.271; MEMBER INCIDENCES 9 15 259; 36 258 260; 218 16 261; 291 33 237; 294 258 238; 296 237 16; 297 238 307; 304 11 308; 307 15 251; 313 239 258; 315 241 34; 316 242 15; 326 251 32; 333 258 242; 335 16 239; 338 14 267; 339 259 3; 341 261 8; 347 267 11; 348 268 13; 352 36 272; 353 34 273; 361 272 241; 362 273 35; 383 235 36; 388 33 294; 389 32 295; 391 294 235; 392 295 306; 395 8 299; 396 3 300; 399 260 301; 401 300 304; 405 301 11; 406 14 302; 407 302 299; 409 304 13; 411 306 35; 413 307 34; 414 308 268; DEFINE MATERIAL START ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 ISOTROPIC DECK E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 235000 FU 400000 RY 1.5 RT 1.2 END DEFINE MATERIAL CONSTANTS MATERIAL STEEL ALL MEMBER PROPERTY BRITISH 9 36 218 291 294 296 297 304 307 313 315 316 326 333 335 338 339 341 347 348 352 353 361 362 383 388 389 391 392 395 396 399 401 405 TO 407 409 411 413 414 TABLE ST UC305X305X158 SUPPORTS 35 241 FIXED BUT FX MY MZ KFY 1.85185e+006 235 FIXED BUT FX FZ MX MY MZ KFY 675676 11 34 FIXED BUT FY FZ MX MY MZ 14 FIXED BUT FX FZ MX MY MZ KFY 94162 308 FIXED BUT FX FZ MX MY MZ KFY 146843 32 33 239 242 299 TO 301 FIXED BUT FX FZ MX MY MZ KFY 1e+007 242 FIXED BUT FX FZ MX MY MZ KFY 699301 SPRING COMPRESSION 14 32 33 239 242 299 TO 301 308 235 KFY LOAD 1 LOADTYPE None TITLE GRILLAGE SW X SELFWEIGHT X 1 LOAD 2 LOADTYPE None TITLE GRILLAGE SW -Y SELFWEIGHT Y -1 LOAD 3 LOADTYPE None TITLE GRILLAGE SW Z SELFWEIGHT Z 1 LOAD 4 LOADTYPE None TITLE GRILLAGE SW EVENLY DIST JOINT LOAD 272 273 235 306 15 16 299 300 267 268 FY -62.2 LOAD 5 LOADTYPE None TITLE LINEARLY VARYING SW -VE ROLL JOINT LOAD 272 273 FY -115.56 235 306 FY -103.57 15 16 FY -62.2 299 300 FY -20.83 267 268 FY -8.84 LOAD 6 LOADTYPE None TITLE LINEARLY VARYING SW +VE ROLL JOINT LOAD 267 268 FY -115.56 299 300 FY -103.57 15 16 FY -62.2 235 306 FY -20.83 Page: 1
235 306 FY -20.83 272 273 FY -8.84 LOAD 7 LOADTYPE None TITLE LINEARLY VARYING SW -VE PITCH JOINT LOAD 16 FY -116.89 235 299 FY -105.82 267 272 FY -88.22 268 273 FY -46.7 300 306 FY -29.11 15 FY -18.04 LOAD 8 LOADTYPE None TITLE LINEARLY VARYING SW +VE PITCH JOINT LOAD 15 FY -116.89 300 306 FY -105.82 268 273 FY -88.22 267 272 FY -46.71 235 299 FY -29.11 16 FY -18.04 LOAD 9 LOADTYPE None TITLE PILE ROLL +Z (INCL ACCEL & WIND) JOINT LOAD 302 304 FZ 51.18 LOAD 10 LOADTYPE None TITLE PILE ROLL -Z (INCL ACCEL & WIND) JOINT LOAD 35 235 FZ -51.18 LOAD 11 LOADTYPE None TITLE PILE PITCH +X (INCL ACCEL & WIND) JOINT LOAD 15 295 300 FX 27.79 LOAD 12 LOADTYPE None TITLE PILE PITCH -X (INCL ACCEL & WIND) JOINT LOAD 16 294 299 FX -27.78 LOAD 13 LOADTYPE None TITLE LOAD CASE + ROLL REPEAT LOAD 3 0.131 2 1.0 6 1.0 9 1.0 LOAD 14 LOADTYPE None TITLE LOAD CASE - ROLL REPEAT LOAD 2 1.0 3 -0.131 5 1.0 10 1.0 LOAD 15 LOADTYPE None TITLE LOAD CASE + PITCH MAX REPEAT LOAD 1 0.1 2 1.085 8 1.0 11 1.0 LOAD 16 LOADTYPE None TITLE LOAD CASE - PITCH MAX REPEAT LOAD 1 -0.1 2 1.085 7 1.0 12 1.0 LOAD 17 LOADTYPE None TITLE LOAD CASE - MAX VERT REPEAT LOAD 4 1.085 PERFORM ANALYSIS PRINT STATICS CHECK LOAD LIST 13 TO 16 PARAMETER 1 CODE AISC SHEAR 1 ALL BEAM 1 ALL TORSION 1 ALL FYLD 345000 ALL CHECK CODE ALL FINISH
Page: 2
Doc. Title: Suction Pile Seafastening Calculations Doc. No: PP00011-PDI-DS-CAL-00007 Date: 09/02/15 Rev: C03 Calcs by: SRO Date: 22/10/14
Check by: RGA Date: 22/10/14
APPENDIX D RAO CALCULATION SHEET
PDi-PF-058 Rev C2
Page: 44 of 44
Sheet Name
Label Cell
Label Environment WaveDirection Environment WaveHs Environment WaveTz Point 1
Output Cell
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B7 C7 D7
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B8 C8 D8
0-180
F6
0-180 0-180
G6 H6
F8 G8 H8
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B9 C9 D9
0-180
F6
0-180 0-180
G6 H6
F9 G9 H9
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B10 C10 D10 F10 G10 H10
F7 G7 H7
0-180
F6
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G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B11 C11 D11 F11 G11 H11
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B12 C12 D12 F12 G12 H12
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
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0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B14 C14 D14 F14 G14 H14
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B15 C15 D15 F15 G15 H15
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B16 C16 D16 F16 G16 H16
0-180
F6
0-180 0-180
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0-180 0-180 0-180 0-180
B6 C6 D6 E6
B17 C17 D17 F17 G17 H17
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B18 C18 D18 F18 G18 H18
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B19 C19 D19 F19 G19 H19
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
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B20 C20 D20
0-180
F6
0-180 0-180
G6 H6
F20 G20 H20
Command Load Case01.sim Get Data Get Data Get Data Max Max Max Load Case02.sim Get Data Get Data Get Data Max Max Max Load Case03.sim Get Data Get Data Get Data Max Max Max Load Case04.sim Get Data Get Data Get Data Max Max Max Load Case05.sim Get Data Get Data Get Data Max Max Max Load Case06.sim Get Data Get Data Get Data Max Max Max Load Case07.sim Get Data Get Data Get Data Max Max Max Load Case08.sim Get Data Get Data Get Data Max Max Max Load Case09.sim Get Data Get Data Get Data Max Max Max Load Case010.sim Get Data Get Data Get Data Max Max Max Load Case011.sim Get Data Get Data Get Data Max Max Max Load Case012.sim Get Data Get Data Get Data Max Max Max Load Case013.sim Get Data Get Data Get Data Max Max Max Load Case014.sim Get Data Get Data Get Data Max Max Max Load Case015.sim
Object Name
Additional Data
Simulation Period
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
Variable WaveDirection WaveHs WaveTz
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B21 C21 D21
Get Data Get Data Get Data
Environment Environment Environment
F21 G21 H21
Max Max Max Load Case016.sim Get Data Get Data Get Data
Pacific1 Pacific1 Pacific1
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B22 C22 D22 F22 G22 H22
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F6
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B6 C6 D6 E6
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F6
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G6 H6
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B6 C6 D6 E6
B24 C24 D24 F24 G24 H24
0-180
F6
0-180 0-180
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0-180 0-180 0-180 0-180
B6 C6 D6 E6
B25 C25 D25 F25 G25 H25
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B26 C26 D26 F26 G26 H26
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B27 C27 D27 F27 G27 H27
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B28 C28 D28 F28 G28 H28
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B29 C29 D29 F29 G29 H29
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B30 C30 D30 F30 G30 H30
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B31 C31 D31 F31 G31 H31
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B32 C32 D32 F32 G32 H32
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B33 C33 D33 F33 G33 H33
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B34 C34 D34 F34 G34 H34
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
0-180
F6
Max Max Max Load Case017.sim Get Data Get Data Get Data Max Max Max Load Case018.sim Get Data Get Data Get Data Max Max Max Load Case019.sim Get Data Get Data Get Data Max Max Max Load Case020.sim Get Data Get Data Get Data Max Max Max Load Case021.sim Get Data Get Data Get Data Max Max Max Load Case022.sim Get Data Get Data Get Data Max Max Max Load Case023.sim Get Data Get Data Get Data Max Max Max Load Case024.sim Get Data Get Data Get Data Max Max Max Load Case025.sim Get Data Get Data Get Data Max Max Max Load Case026.sim Get Data Get Data Get Data Max Max Max Load Case027.sim Get Data Get Data Get Data Max Max Max Load Case028.sim Get Data Get Data Get Data
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Pacific1 Pacific1 Pacific1
B35 C35 D35
Environment Environment Environment
F35
Max
Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment
Max Max Max Load Case029.sim Get Data Get Data Get Data
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18
Whole Simulation
x-Acceleration rel. g
0-180 0-180
G6 H6
G35 H35
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B36 C36 D36 F36 G36 H36
0-180
F6
0-180 0-180
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0-180 0-180 0-180 0-180
B6 C6 D6 E6
B37 C37 D37 F37 G37 H37
0-180
F6
0-180 0-180
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0-180 0-180 0-180 0-180
B6 C6 D6 E6
B38 C38 D38 F38 G38 H38
0-180
F6
0-180 0-180
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0-180 0-180 0-180 0-180
B6 C6 D6 E6
B39 C39 D39 F39 G39 H39
0-180
F6
0-180 0-180
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0-180 0-180 0-180 0-180
B6 C6 D6 E6
B40 C40 D40 F40 G40 H40
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B41 C41 D41 F41 G41 H41
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B42 C42 D42 F42 G42 H42
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B43 C43 D43 F43 G43 H43
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B44 C44 D44 F44 G44 H44
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B45 C45 D45 F45 G45 H45
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B46 C46 D46 F46 G46 H46
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B47 C47 D47 F47 G47 H47
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B48 C48 D48 F48 G48 H48
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B49 C49 D49
0-180
F6
0-180 0-180
G6 H6
F49 G49 H49
0-180 0-180
B6 C6
B50 C50
Max Max Load Case030.sim Get Data Get Data Get Data Max Max Max Load Case031.sim Get Data Get Data Get Data Max Max Max Load Case032.sim Get Data Get Data Get Data Max Max Max Load Case033.sim Get Data Get Data Get Data Max Max Max Load Case034.sim Get Data Get Data Get Data Max Max Max Load Case035.sim Get Data Get Data Get Data Max Max Max Load Case036.sim Get Data Get Data Get Data Max Max Max Load Case037.sim Get Data Get Data Get Data Max Max Max Load Case038.sim Get Data Get Data Get Data Max Max Max Load Case039.sim Get Data Get Data Get Data Max Max Max Load Case040.sim Get Data Get Data Get Data Max Max Max Load Case041.sim Get Data Get Data Get Data Max Max Max Load Case042.sim Get Data Get Data Get Data Max Max Max Load Case043.sim Get Data Get Data Get Data Max Max Max Load Case044.sim Get Data Get Data
Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
y-Acceleration rel. g z-Acceleration rel. g
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs
0-180 0-180
D6 E6
D50
Get Data
Environment
0-180
F6
0-180 0-180
G6 H6
F50 G50 H50
Pacific1 Pacific1 Pacific1
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B51 C51 D51
Max Max Max Load Case045.sim Get Data Get Data Get Data
F51 G51 H51
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B52 C52 D52 F52 G52 H52
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B53 C53 D53 F53 G53 H53
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B54 C54 D54 F54 G54 H54
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B55 C55 D55 F55 G55 H55
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B56 C56 D56 F56 G56 H56
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B57 C57 D57 F57 G57 H57
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B58 C58 D58 F58 G58 H58
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B59 C59 D59 F59 G59 H59
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B60 C60 D60 F60 G60 H60
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B61 C61 D61 F61 G61 H61
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B62 C62 D62 F62 G62 H62
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B63 C63 D63 F63 G63 H63
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
0-180
F6
0-180 0-180
G6 H6
Max Max Max Load Case046.sim Get Data Get Data Get Data Max Max Max Load Case047.sim Get Data Get Data Get Data Max Max Max Load Case048.sim Get Data Get Data Get Data Max Max Max Load Case049.sim Get Data Get Data Get Data Max Max Max Load Case050.sim Get Data Get Data Get Data Max Max Max Load Case051.sim Get Data Get Data Get Data Max Max Max Load Case052.sim Get Data Get Data Get Data Max Max Max Load Case053.sim Get Data Get Data Get Data Max Max Max Load Case054.sim Get Data Get Data Get Data Max Max Max Load Case055.sim Get Data Get Data Get Data Max Max Max Load Case056.sim Get Data Get Data Get Data Max Max Max Load Case057.sim Get Data Get Data Get Data
WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Pacific1 Pacific1 Pacific1
B64 C64 D64
Environment Environment Environment
F64 G64 H64
Max Max Max
Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment
Max Max Max Load Case058.sim Get Data Get Data Get Data
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B65 C65 D65 F65 G65 H65
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B66 C66 D66 F66 G66 H66
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B67 C67 D67 F67 G67 H67
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B68 C68 D68 F68 G68 H68
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B69 C69 D69 F69 G69 H69
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B70 C70 D70 F70 G70 H70
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B71 C71 D71 F71 G71 H71
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B72 C72 D72 F72 G72 H72
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B73 C73 D73 F73 G73 H73
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B74 C74 D74 F74 G74 H74
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B75 C75 D75 F75 G75 H75
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B76 C76 D76 F76 G76 H76
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B77 C77 D77 F77 G77 H77
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B78 C78 D78 F78 G78 H78
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B79 C79 D79
Load Case059.sim Get Data Get Data Get Data Max Max Max Load Case060.sim Get Data Get Data Get Data Max Max Max Load Case061.sim Get Data Get Data Get Data Max Max Max Load Case062.sim Get Data Get Data Get Data Max Max Max Load Case063.sim Get Data Get Data Get Data Max Max Max Load Case064.sim Get Data Get Data Get Data Max Max Max Load Case065.sim Get Data Get Data Get Data Max Max Max Load Case066.sim Get Data Get Data Get Data Max Max Max Load Case067.sim Get Data Get Data Get Data Max Max Max Load Case068.sim Get Data Get Data Get Data Max Max Max Load Case069.sim Get Data Get Data Get Data Max Max Max Load Case070.sim Get Data Get Data Get Data Max Max Max Load Case071.sim Get Data Get Data Get Data Max Max Max Load Case072.sim Get Data Get Data Get Data Max Max Max Load Case073.sim Get Data Get Data Get Data
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B80 C80 D80 F80 G80 H80
F79 G79 H79
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B81 C81 D81 F81 G81 H81
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B82 C82 D82 F82 G82 H82
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B83 C83 D83 F83 G83 H83
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B84 C84 D84 F84 G84 H84
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B85 C85 D85 F85 G85 H85
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B86 C86 D86 F86 G86 H86
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B87 C87 D87 F87 G87 H87
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B88 C88 D88 F88 G88 H88
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B89 C89 D89 F89 G89 H89
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B90 C90 D90 F90 G90 H90
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B91 C91 D91 F91 G91 H91
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B92 C92 D92 F92 G92 H92
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B93 C93 D93
0-180
F6
0-180 0-180
G6 H6
F93 G93 H93
0-180
B6
B94
Max Max Max Load Case074.sim Get Data Get Data Get Data Max Max Max Load Case075.sim Get Data Get Data Get Data Max Max Max Load Case076.sim Get Data Get Data Get Data Max Max Max Load Case077.sim Get Data Get Data Get Data Max Max Max Load Case078.sim Get Data Get Data Get Data Max Max Max Load Case079.sim Get Data Get Data Get Data Max Max Max Load Case080.sim Get Data Get Data Get Data Max Max Max Load Case081.sim Get Data Get Data Get Data Max Max Max Load Case082.sim Get Data Get Data Get Data Max Max Max Load Case083.sim Get Data Get Data Get Data Max Max Max Load Case084.sim Get Data Get Data Get Data Max Max Max Load Case085.sim Get Data Get Data Get Data Max Max Max Load Case086.sim Get Data Get Data Get Data Max Max Max Load Case087.sim Get Data Get Data Get Data Max Max Max Load Case088.sim Get Data
Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection
0-180 0-180 0-180
C6 D6 E6
C94 D94
Get Data Get Data
Environment Environment
F94 G94 H94
Max Max Max Load Case089.sim Get Data Get Data Get Data
Pacific1 Pacific1 Pacific1
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B95 C95 D95 F95 G95 H95
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B96 C96 D96 F96 G96 H96
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B97 C97 D97 F97 G97 H97
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B98 C98 D98 F98 G98 H98
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B99 C99 D99 F99 G99 H99
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B100 C100 D100 F100 G100 H100
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B101 C101 D101 F101 G101 H101
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B102 C102 D102 F102 G102 H102
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B103 C103 D103 F103 G103 H103
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B104 C104 D104 F104 G104 H104
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B105 C105 D105 F105 G105 H105
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B106 C106 D106 F106 G106 H106
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B107 C107 D107 F107 G107 H107
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
0-180
F6
0-180
G6
Max Max Max Load Case090.sim Get Data Get Data Get Data Max Max Max Load Case091.sim Get Data Get Data Get Data Max Max Max Load Case092.sim Get Data Get Data Get Data Max Max Max Load Case093.sim Get Data Get Data Get Data Max Max Max Load Case094.sim Get Data Get Data Get Data Max Max Max Load Case095.sim Get Data Get Data Get Data Max Max Max Load Case096.sim Get Data Get Data Get Data Max Max Max Load Case097.sim Get Data Get Data Get Data Max Max Max Load Case098.sim Get Data Get Data Get Data Max Max Max Load Case099.sim Get Data Get Data Get Data Max Max Max Load Case0100.sim Get Data Get Data Get Data Max Max Max Load Case0101.sim Get Data Get Data Get Data
WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
WaveDirection WaveHs WaveTz 31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Pacific1 Pacific1 Pacific1
B108 C108 D108
Environment Environment Environment
F108 G108
Max Max
Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment
Max Max Max Load Case0102.sim Get Data Get Data Get Data
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g
0-180
H6
H108
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B109 C109 D109 F109 G109 H109
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B110 C110 D110 F110 G110 H110
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B111 C111 D111 F111 G111 H111
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B112 C112 D112 F112 G112 H112
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
B113 C113 D113 F113 G113 H113
0-180
F6
0-180 0-180
G6 H6
0-180 0-180 0-180 0-180
B6 C6 D6 E6
0-180
F6
0-180 0-180
G6 H6
Max Load Case0103.sim Get Data Get Data Get Data Max Max Max Load Case0104.sim Get Data Get Data Get Data Max Max Max Load Case0105.sim Get Data Get Data Get Data Max Max Max Load Case0106.sim Get Data Get Data Get Data Max Max Max Load Case0107.sim Get Data Get Data Get Data
Pacific1
31.13;-8.7;17.18
Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment Pacific1 Pacific1 Pacific1
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Pacific1 Pacific1 Pacific1
B114 C114 D114
Environment Environment Environment
F114 G114 H114
Max Max Max
Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
Environment Environment Environment
Max Max Max Load Case0108.sim Get Data Get Data Get Data
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
Environment Environment Environment Pacific1 Pacific1 Pacific1
z-Acceleration rel. g WaveDirection WaveHs WaveTz
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g WaveDirection WaveHs WaveTz
31.13;-8.7;17.18 31.13;-8.7;17.18 31.13;-8.7;17.18 End of Duplicated Instructions
Whole Simulation Whole Simulation Whole Simulation
x-Acceleration rel. g y-Acceleration rel. g z-Acceleration rel. g
MAX. ACCEL. 0.19 1.28
10.64
Environment WaveDirection
Environment WaveHs
Environment WaveTz Point 1
0.00
3.15
13.70
0.15
0.00
10.30
30.00
3.15
13.70
0.16
0.73
10.38
60.00
3.15
13.70
0.16
1.16
10.46
90.00
3.15
13.70
0.03
1.28
10.56
120.00
3.15
13.70
0.14
1.25
10.47
150.00
3.15
13.70
0.17
0.79
10.40
180.00
3.15
13.70
0.19
0.00
10.33
210.00
3.15
13.70
0.18
0.72
10.31
240.00
3.15
13.70
0.19
1.13
10.35
270.00
3.15
13.70
0.04
1.17
10.47
300.00
3.15
13.70
0.14
1.17
10.44
330.00
3.15
13.70
0.15
0.79
10.34
0.00
3.15
14.20
0.14
0.00
10.26
30.00
3.15
14.20
0.16
0.68
10.32
60.00
3.15
14.20
0.14
1.06
10.40
90.00
3.15
14.20
0.02
1.15
10.49
120.00
3.15
14.20
0.13
1.16
10.42
150.00
3.15
14.20
0.16
0.73
10.35
180.00
3.15
14.20
0.16
0.00
10.31
210.00
3.15
14.20
0.17
0.68
10.29
240.00
3.15
14.20
0.17
1.02
10.35
270.00
3.15
14.20
0.04
1.12
10.45
300.00
3.15
14.20
0.13
1.10
10.38
330.00
3.15
14.20
0.14
0.74
10.29
0.00
3.15
14.70
0.15
0.00
10.34
30.00
3.15
14.70
0.14
0.59
10.43
60.00
3.15
14.70
0.12
0.95
10.57
90.00
3.15
14.70
0.02
0.98
10.64
120.00
3.15
14.70
0.11
0.91
10.50
150.00
3.15
14.70
0.14
0.60
10.41
180.00
3.15
14.70
0.16
0.00
10.34
210.00
3.15
14.70
0.19
0.60
10.31
240.00
3.15
14.70
0.15
0.94
10.37
270.00
3.15
14.70
0.04
0.95
10.49
300.00
3.15
14.70
0.13
0.89
10.38
330.00
3.15
14.70
0.15
0.59
10.32
0.00
3.15
15.20
0.14
0.00
10.32
30.00
3.15
15.20
0.13
0.53
10.43
60.00
3.15
15.20
0.11
0.85
10.55
90.00
3.15
15.20
0.02
0.89
10.60
120.00
3.15
15.20
0.10
0.87
10.47
150.00
3.15
15.20
0.13
0.53
10.39
180.00
3.15
15.20
0.15
0.00
10.31
210.00
3.15
15.20
0.17
0.54
10.28
240.00
3.15
15.20
0.13
0.87
10.34
270.00
3.15
15.20
0.03
0.88
10.44
300.00
3.15
15.20
0.11
0.82
10.34
330.00
3.15
15.20
0.14
0.52
10.28
0.00
3.15
15.70
0.11
0.00
10.16
30.00
3.15
15.70
0.11
0.51
10.20
60.00
3.15
15.70
0.10
0.86
10.31
90.00
3.15
15.70
0.02
0.96
10.36
120.00
3.15
15.70
0.10
0.91
10.27
150.00
3.15
15.70
0.12
0.56
10.18
180.00
3.15
15.70
0.14
0.00
10.15
210.00
3.15
15.70
0.15
0.51
10.15
240.00
3.15
15.70
0.13
0.80
10.25
270.00
3.15
15.70
0.03
0.87
10.33
300.00
3.15
15.70
0.10
0.87
10.23
330.00
3.15
15.70
0.10
0.55
10.17
0.00
3.15
16.20
0.11
0.00
10.16
30.00
3.15
16.20
0.11
0.54
10.25
60.00
3.15
16.20
0.10
0.84
10.34
90.00
3.15
16.20
0.02
0.92
10.34
120.00
3.15
16.20
0.09
0.84
10.29
150.00
3.15
16.20
0.12
0.55
10.23
180.00
3.15
16.20
0.14
0.00
10.18
210.00
3.15
16.20
0.14
0.53
10.16
240.00
3.15
16.20
0.13
0.80
10.22
270.00
3.15
16.20
0.03
0.82
10.28
300.00
3.15
16.20
0.10
0.80
10.20
330.00
3.15
16.20
0.10
0.54
10.17
0.00
3.15
16.70
0.10
0.00
10.15
30.00
3.15
16.70
0.10
0.40
10.21
60.00
3.15
16.70
0.10
0.67
10.30
90.00
3.15
16.70
0.02
0.75
10.30
120.00
3.15
16.70
0.08
0.70
10.24
150.00
3.15
16.70
0.11
0.43
10.19
180.00
3.15
16.70
0.13
0.00
10.17
210.00
3.15
16.70
0.13
0.41
10.17
240.00
3.15
16.70
0.12
0.66
10.19
270.00
3.15
16.70
0.03
0.71
10.25
300.00
3.15
16.70
0.09
0.66
10.17
330.00
3.15
16.70
0.10
0.43
10.16
0.00
3.15
17.20
0.09
0.00
10.13
30.00
3.15
17.20
0.09
0.44
10.17
60.00
3.15
17.20
0.09
0.69
10.25
90.00
3.15
17.20
0.02
0.75
10.27
120.00
3.15
17.20
0.08
0.72
10.22
150.00
3.15
17.20
0.10
0.46
10.16
180.00
3.15
17.20
0.12
0.00
10.15
210.00
3.15
17.20
0.12
0.46
10.16
240.00
3.15
17.20
0.12
0.70
10.19
270.00
3.15
17.20
0.03
0.73
10.23
300.00
3.15
17.20
0.09
0.67
10.17
330.00
3.15
17.20
0.09
0.46
10.16
0.00
3.15
17.70
0.09
0.00
10.10
30.00
3.15
17.70
0.09
0.35
10.15
60.00
3.15
17.70
0.09
0.57
10.22
90.00
3.15
17.70
0.02
0.63
10.24
120.00
3.15
17.70
0.08
0.61
10.19
150.00
3.15
17.70
0.09
0.36
10.13
180.00
3.15
17.70
0.10
0.00
10.10
210.00
3.15
17.70
0.10
0.36
10.11
240.00
3.15
17.70
0.11
0.59
10.16
270.00
3.15
17.70
0.03
0.62
10.22
300.00
3.15
17.70
0.08
0.59
10.16
330.00
3.15
17.70
0.08
0.36
10.13
Max. Acceleration [m/s^2] Hs [m]
Longitudinal
Transverse
Vertical
Hs 3.15m
0.19
1.28
0.83
Above results are for directions 0 - 360 in 30deg steps, Tz 13.7 - 17.7s in 0.5s steps
For Reference Only
Fwd of frame 0 m 1 2 3
Acceleration Point
52.83
Off centreline (+port) m 0
Height up from keel to tip m 9.364
Script Table
Script.txt
// Case 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68
Select Environment Select Environment Select WaveTrain "Wave1" Select WaveTrain "Wave1" LoadData WaveDirection = WaveTz = "base.dat" 0 13.7 30 60 90 120 150 180 210 240 270 300 330 0 14.2 30 60 90 120 150 180 210 240 270 300 330 0 14.7 30 60 90 120 150 180 210 240 270 300 330 0 15.2 30 60 90 120 150 180 210 240 270 300 330 0 15.7 30 60 90 120 150 180 210 240 270 300 330 0 16.2 30 60 90 120 150 180 210
Select Environment Select WaveTrain "Wave1" WaveHs = 3.15
SaveData Case01.dat Case02.dat Case03.dat Case04.dat Case05.dat Case06.dat Case07.dat Case08.dat Case09.dat Case010.dat Case011.dat Case012.dat Case013.dat Case014.dat Case015.dat Case016.dat Case017.dat Case018.dat Case019.dat Case020.dat Case021.dat Case022.dat Case023.dat Case024.dat Case025.dat Case026.dat Case027.dat Case028.dat Case029.dat Case030.dat Case031.dat Case032.dat Case033.dat Case034.dat Case035.dat Case036.dat Case037.dat Case038.dat Case039.dat Case040.dat Case041.dat Case042.dat Case043.dat Case044.dat Case045.dat Case046.dat Case047.dat Case048.dat Case049.dat Case050.dat Case051.dat Case052.dat Case053.dat Case054.dat Case055.dat Case056.dat Case057.dat Case058.dat Case059.dat Case060.dat Case061.dat Case062.dat Case063.dat Case064.dat Case065.dat Case066.dat Case067.dat Case068.dat
69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108
240 270 300 330 0 30 60 90 120 150 180 210 240 270 300 330 0 30 60 90 120 150 180 210 240 270 300 330 0 30 60 90 120 150 180 210 240 270 300 330
16.7
17.2
17.7
Case069.dat Case070.dat Case071.dat Case072.dat Case073.dat Case074.dat Case075.dat Case076.dat Case077.dat Case078.dat Case079.dat Case080.dat Case081.dat Case082.dat Case083.dat Case084.dat Case085.dat Case086.dat Case087.dat Case088.dat Case089.dat Case090.dat Case091.dat Case092.dat Case093.dat Case094.dat Case095.dat Case096.dat Case097.dat Case098.dat Case099.dat Case0100.dat Case0101.dat Case0102.dat Case0103.dat Case0104.dat Case0105.dat Case0106.dat Case0107.dat Case0108.dat
