Our Ref.: 9-334-01/ck
16th April 2013
Seadrill Management (S) Pte Ltd
10 Hoe Chiang Road
#18-01 Keppel Towers
Singapore 089315
Email Only
Attention
:
Mr. Craig McIvor
Subject
:
Site Specific Assessment of MODU “WEST TELESTO” at Dua North Subsea Location,
Block 12W, Offshore Vietnam
Greetings,
We take pleasure in forwarding the above captioned Report, which we trust you will find in order.
The invoice for this service will be despatched to you under separate cover in due course.
We appreciate having had the opportunity of assisting you and look forward to being able to do so
again in the future. Should you have any queries, please do not hesitate to contact the undersigned.
Yours sincerely,
BRAEMAR TECHNICAL SERVICES (OFFSHORE) PTE LTD
_____________________
PAUL HANDIDJAJA
GEOTECHNICAL ENGINEER
cc
Attn
Enc.
:
:
Seadrill Management (S) Pte Ltd, Singapore
Mr Kenneth Johnson / Captain Alastair Napier / Captain Teh Tze Cheong
FINAL REPORT
FOR
SEADRILL MANAGEMENT (S) PTE. LTD.
SITE-SPECIFIC ASSESSMENT OF
MOBILE OFFSHORE DRILLING UNIT
“WEST TELESTO”
AT DUA NORTH SUBSEA LOCATION,
BLOCK 12W, OFFSHORE VIETNAM
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
REPORT NO.: BTSO-9-334-01
CLIENT: SEADRILL MANAGEMENT (S) PTE. LTD
0
Rev.
16th April 2013
Date
Issued For Review
Description
an ISO 9001 Certificated Company
LX
Issued
TKL/ZM
Checked
Braemar Technical Services (Offshore) Pte. Ltd
1 Pickering Street, #08-01 Great Eastern Centre
Singapore 048659
[T] + 65 6222 9282
[F] + 65 6225 7159
[E] tech.offshore.sg@braemar.com
[W] www.braemaroffshore.com
PH
Approved
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Table of Contents
TABLE OF CONTENTS
1
1.
INTRODUCTION
2
2.
PRINCIPAL DIMENSIONS
4
3.
WEIGHT AND CENTRE OF GRAVITY
5
4.
PRELOAD CAPACITY AND INSTALLATION PRELOAD
5
5.
PINION AND RACK CHOCK SYSTEM CAPACITY
6
6.
METOCEAN DATA
7
7.
FOUNDATION ASSESSMENT
8
8.
OPERATING CONFIGURATION
8
9.
SITE-ASSESSMENT ANALYSIS METHODOLOGY
9
9.1
STRUCTURAL MODELING
9
9.2
DYNAMIC ANALYSIS
10
9.3
KINEMATIC REDUCTION FACTOR
10
9.4
CURRENT BLOCKAGE FACTOR
10
9.5
MARINE GROWTH
11
9.6
FOUNDATION MODELING AND FIXITY
11
9.7
GLOBAL QUASI-STATIC NON-LINEAR ANALYSIS
11
9.8
ACCEPTANCE CRITERIA
11
9.9
LOAD AND RESISTANCE FACTORS
12
10.
RESULTS OF SITE-ASSESSMENT ANALYSIS
13
10.1
RIG NATURAL PERIOD, DAF AND SWAY MOTIONS
13
10.2
MAXIMUM UTILIZATION RATIO
13
10.3
MAXIMUM SPUDCAN REACTIONS DURING OPERATION
14
10.4
OPTIMISATION OF PRELOAD SPUDCAN REACTION
14
11.
CONCLUSIONS
15
REFERENCES
16
APPENDIX A - GEOTECHNICAL ASSESSMENT
17
APPENDIX B - ANALYSIS SUMMARY
23
APPENDIX C – METOCEAN DATA
87
DISCLAIMER
This report is prepared based on the data or information supplied and agreed by the person or Client to
whom it is addressed to and is intended for the sole use of the addressee. The usage of this report by
the addressee is subject to the Conditions of Business of Braemar Technical Services (Offshore) Group of
Companies dated 12 March 2012 and no liability of any nature whatsoever shall be assumed to any
other party in respect of its contents.
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 1
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
1.
INTRODUCTION
Following the request of SEADRILL MANAGEMENT (S) PTE. LTD (SMS). on 25th March 2013,
Braemar Technical Services (Offshore) Pte Ltd (BTSO) carried out a Site Specific Assessment (SSA)
study to determine the suitability of “WEST TELESTO”, a F&G JU-2000 E design Self-elevating
Mobile Offshore Drilling Unit (MODU), to be installed and operated at Dua North Subsea Location,
Block 12w, Offshore Vietnam. The proposed location is at Lat. 07° 27’ 23.16” N; Long. 108° 24’
54.77” E, with water depth measured to Lowest Astronomical Tide (LAT) reported as 99.5 m (326.4
ft). The unit information was based on the provided generic “JU-2000E” Marine Operation Manual.
The present study addressed in-place stability of the jack-up unit under Normal Operating and
Storm Survival conditions. The design considerations are as follows:

Normal operating condition with cantilever skidded-out to 22.8 m (75.0 ft) from transom,
elevated longitudinal centre of gravity (LCG) at 46.3 m (151.8 ft) from frame 0, transverse
centre of gravity (TCG) at 0.0 m (0.0 ft) off rig centerline towards Starboard or Port, air-gap of
13.4 m (44.0 ft) from LAT, variable load (VL) of 3,766 tonnes (8,303 kips). The metocean
condition used in this study is based on 10-year return extreme storm.

Storm Survival condition, with cantilever fully retracted, LCG of the total elevated weight is at
41.4 m (135.9 ft) from frame 0, TCG at rig centerline, air-gap of 13.4 m (44.0 ft) from LAT,
maximum variable load (VL) of 2,995 tonnes (6,603 kips). The metocean condition used in this
study is based on 50-year return extreme storm.
In addition, feasibility study of optimizing the preload required for “WEST TELESTO” was also
included in the present study.
The study was carried out in accordance with the requirements of SNAME T&RB 5-5A Rev. 3 (2008)
[Ref. 1]. Table 1 summarizes the case of analysis performed for the present study. Earthquake and
spudcan scouring assessments are not included in the present study. All input data required for
this study such as detailed MODU information, Marine Operating Manual (MOM), geotechnical
and geophysical data, metocean data, leg penetration, as well as other information were provided
by or from other sources agreed by Seadrill. These are detailed in the following sections.
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 2
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Table 1 : Summary of Case of Analysis Performed in the Present Study
Variable Deck Load
Targeted preload
spudcan reaction
Metocean data
Normal Operating
Storm Survival
Remarks
3,766 tonnes
(8,303 kips)
2,995 tonnes
(6,603 kips)
See Section 3.0
11,432 tonnes (25,212 kips)
10-year return
Storm
50-year return
Storm
See Section 4.0
See Section 6.0
Final tip penetration
1.1 m (3.6 ft)
See Section 7.0
Operating air-gap
from LAT
13.4 m (44.0 ft)
See Section 8.0
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 3
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
2.
PRINCIPAL DIMENSIONS
As per the Marine Operating Manual [Ref. 2], the unit is a F&G JU-2000E design Self-elevating
Mobile Offshore Drilling Unit design, capable of operating in water depths up to 122 m (400 ft)
with the rig’s principal dimensions given in Table 2.1 together with the main dimension of spudcan
presented in Table 2.2.
Table 2.1 : Principal Dimensions of “WEST TELESTO” Jack-up [Ref. 2]
Metric
Imperial
Length Overall i/c heliport, (m)/(ft)
101.6
333.3
Hull Length, (m)/(ft)
70.4
230.8
Hull Width, (m)/(ft)
76.0
249.3
Depth of Hull (side) , (m)/(ft)
9.5
31.0
Full Leg Length, (m)/(ft)
167.0
547.8
Longitudinal Leg Spacing, (m)/(ft)
45.7
149.9
Transverse Leg Spacing, (m)/(ft)
47.5
156.0
Table 2.2 : Principal Dimension of “WEST TELESTO” Spudcan Footing [Ref. 2]
Report No. BTSO-9-334-01 (Rev. 0)
Projected Base
Area
m2 (ft2)
254.0 (2,734.0)
Base Diameter
(eqv)
m (ft)
18.0 (59.0)
Tip Height
m (ft)
1.2 (3.8)
Total Height
m (ft)
4.88 (16.0)
Total Volume
m3 (ft3)
736.5 (26,009)
PAGE 4
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
3.
WEIGHT AND CENTRE OF GRAVITY
Table 3.1 summarises all the main weight components and variable loads (VL) used in the present
study.
For the Normal Operating condition, the cantilever is assumed to be skidded-out to 22.8 m (75.0 ft)
off transom with the elevated LCG at 46.3 m (151.8 ft) from frame 0 and the TCG at rig centerline;
for Storm Survival mode, the cantilever is assumed to be fully skidded-in with the LCG of the
elevated weight of the jack-up unit is at geometric center of hull, i.e. 41.4 metres (135.9 ft) from
frame 0 and the TCG at rig centerline.
Table 3.1 : Weights and Centre of Gravity
Normal Operating
Hull Lightship Weight (excluding legs)
12,886 tonnes (28, 409 kips)
3,766 tonnes
(8,303 kips)
Variable Load (VL)
Weight of single leg including spudcan with concrete
Storm Survival
2,995 tonnes
(6,603 kips)
1,660 tonnes (3,660 kips)
Centre of Gravity (Elevated Weight)
LCG1
46.3 m (151.8 ft)
41.4 m (135.9 ft)
TCG2
0.0 m (0.0 ft)
0.0 m (0.0 ft)
Notes: 1) Longitudinal centre of gravity (LCG) is measured positively from frame 0 towards aft.
2) Transverse centre of gravity (TCG) is measured positively from rig centerline towards starboard.
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 5
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
4.
PRELOAD CAPACITY AND INSTALLATION PRELOAD
The maximum spudcan reaction during preload is 11,432 tonnes (25,212 kips) per leg, this preload
spudcan reaction was adopted in the present study. The preload components summarised in Table
4.1 are computed for individual leg. With a VDL of 3,507 tonnes (7,734 kips), the above maximum
preload spudcan reaction is achievable with simultaneous leg preloading based on the full preload
tank capacity of 13,319 m3 [Ref. 2].
Table 4.1 : Installation Preload (Individual leg)
Tones
kips
Elevated leg load during maximum Preload Holding
10,037
22,136
Maximum Preload Spudcan Reaction
11,432
25,212
Elevated Variable Load (during preloading) 1
5,742
12,663
2,995 [Ref.2]
6,605
Elevating Variable Load (during jacking)
Notes:
5.
1) Elevated leg load minus equally distributed hull lightship weight to three legs.
PINION AND RACK CHOCK SYSTEM CAPACITY
In the elevated mode, the Rack Chock System (RCS) is engaged and all pinions are disengaged as
per the recommendation by Operating Manual [Ref. 2]. The rating of RCS and pinion capacities is
summarised in Table 5.1.
Table 5.1 : Pinion and RCS Capacities (Individual leg) [Ref. 2]
tonnes
Number of pinions per leg
kips
18
Normal jacking capacity per pinion
340
750
Preload jacking capacity per pinion
521
1,149
Static holding capacity per pinion
544
1,200
Storm/preload holding capacity per pinion
646
1,425
3628x2 1
8000x2 1
Design holding capacity per RCS (one chord)
Note:
1) Value obtained from RCS of West Oberon (JU2000E-09/10).
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 6
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
6.
METOCEAN DATA
The metocean data used in the present study was extracted from [Ref. 5]. This is tabulated in Table
6.1.
Omni-directional, 50-year and 10-year storm metocean data were adopted in the present study for
normal operating and storm survival conditions. The wind, wave, and current were assumed colinear for each storm heading considered.
Table 6.1: Omni-directional, All-year Metocean Data [Ref. 5]
Parameter
Unit
Normal Operating
Storm Survival
Return Period
year
10
50
1-minute Mean Wind Speed
m/s
22.8
24.9
Maximum Wave Height, Hmax
m
11.3
12.7
Most Probable Wave Period for Hmax
sec
11.3
11.9
Current Speed at Sea Surface
m/s
1.5
1.7
Current Speed at 25% depth
m/s
1.3
1.5
Current Speed at Mid-Depth
m/s
1.2
1.3
Current Speed 1m above seabed
m/s
0.8
0.9
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 7
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
7.
FOUNDATION ASSESSMENT
The spudcan penetration analysis was performed by Braemar Technical Services (Offshore) [Ref. 3].
The estimated leg penetration profiles are shown on Plates A-1 to A-3 of Appendix A. In the
present study, the final estimated spudcan tip penetration of 1.1m (3.6 ft) following the upper
bound leg penetration profile was modeled for all three legs. The spudcans are not in full contact
with the seabed.
8.
OPERATING CONFIGURATION
The operating air-gap at the intended location was modeled as 13.4 m (44.0 ft) above LAT. Such
air-gap was modeled in the present study together with spudcan tip penetration of 1.1 m (3.6 ft)
for all three legs.
Details of the simulated operating configurations are summarised in Table 8.1.
Table 8.1 : Simulated Operating Configuration
Parameter
Units
Quantity
Air-gap
m (ft)
13.4 (44.0)
Spudcan tip penetration
m (ft)
1.1 (3.6)
Water depth
m (ft)
99.5 (326.4)
from LAT to virgin seabed
Hull base to top of Jack house
m (ft)
19.5 (64.0)
fixed dimension
Leg Reserve
m (ft)
33.5 (109.9)
minimum 1.5 m [Ref. 1]
Report No. BTSO-9-334-01 (Rev. 0)
Remark
from LAT
PAGE 8
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
9.
SITE-ASSESSMENT ANALYSIS METHODOLOGY
The analysis was carried out in accordance with SNAME [Ref. 1] with the loading and response
analyses performed using computer program EDI SACS 5.3 [Ref. 4]. Large displacement (P-delta)
and dynamic effects were included in the analysis.
Storm headings from 90o through 270o in 30o increments (relative to the transverse centerline of
the jack-up) were analyzed. Load and Resistance Factor Design (LRFD) method was adopted for
strength assessment.
9.1
Structural Modeling
A complete 3-leg detailed model with equivalent hull model was established in accordance with
the requirements as specified in Section 5 of SNAME [Ref. 1]. Figure 9.1 shows the analysis model
with the following features:
-
Each leg consists of 3 Chords. The Chord member was modeled using Beam-Element with
equivalent sectional properties. The axial stiffness contribution of Rack Teeth was ignored
in the strength assessment; however, the weight was adjusted to match the actual unit
weight. Other leg members were modeled according to the scantling drawings.
-
The Hull was modeled as a 3-D space frame, consisting of the primary bulkheads structure
with the properties calculated based on the effective width of the deck and bottom plate
attached in accordance with the scantling drawings. Only axial and in-plane sectional
properties were considered and the out-of-plane properties were ignored due to the
continuity of the deck and bottom structures.
-
The Jack house and Frame were modeled using Beam-Elements with equivalent properties
of actual structures according to the scantling drawings.
-
The Leg Guides were modeled as spring elements or compression members with
appropriate stiffness and releases in the corresponding axes to carry loads only in
directions in which they can act.
-
The RCS were modeled in a similar way to resist vertical and the corresponding lateral
forces, with the local moment capacity arising from its finite size and location of support.
-
Proper model weight and centre of gravity (COG) were adjusted to match the values
specified in the operating manual.
Report No. BTSO-9-334-01 (Rev. 0)
PAGE 9
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Figure 9.1 : 3D SACS Finite Element Model “WEST TELESTO”
9.2
Dynamic Analysis
Dynamic effect was considered in this study by running deterministic wave with its corresponding
period through the jack-up. Most Probable Maximum Extreme (MPME) of the response was
computed using drag inertia method from the most critical wave time points. The dynamic
amplification factor (DAF) calculated as: MPMEdyn/MPMEstatic is then applied to the final quasi-static
analysis for corresponding headings and hull weight cases.
9.3
Kinematic Reduction Factor
A kinematics reduction factor (KRF) of 0.86 was included in the deterministic wave force
calculation in order to obtain more realistic force estimate as per SNAME recommendation.
9.4
Current Blockage Factor
Current velocity will be reduced due to the presence of the Unit’s legs in the current flow field. This
was addressed by the inclusion of a current blockage factor of 0.93 which was computed based on
leg hydrodynamic properties (Section 4.5.3 of SNAME [Ref. 1]).
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
10
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
9.5
Marine Growth
Marine growth was assumed on all members below MSL + 2 m as suggested by SNAME [Ref. 1].
9.6
Foundation Modeling and Fixity
The overall analysis was carried out firstly assuming pinned connection at the foundation level for
preload capacity, sliding capacity and bearing capacity checks. The foundation fixity will be
incorporated only if the VH combinations fell outside the factored yield surface. Iteration will then
be carried out according to the requirements specified in Section 5.3 of SNAME [Ref. 1]. In the
present study, the incorporation of foundation fixity is not required.
9.7
Global Quasi-Static Non-Linear Analysis
The loading in the final quasi-static analysis comprises:

Factored wave-current loading determined inclusive of wave kinematic factor;

Inertial load applied at hull level = (Base shear amplitude) * (DAF - 1) and factored;

Factored wind loads applied to hull and legs above and below hull;

The P-∆ effect was incorporated in the analysis. The factored loads were applied to the hull
centre of gravity to allow for the increase of leg moment due to dynamic response and hull
sway.
9.8
Acceptance Criteria
In the present study, the following Utilization Checks (UC) were performed to evaluate the
foundation and structural performances of “WEST TELESTO” Jack-up rig under Normal Operating
and Storm Survival conditions in accordance with SNAME. The acceptance criteria is satisfied if the
UC ratio is less than 1.0 after taking into account appropriate partial load and resistance factors
which are detailed in Section 9.9.
Foundation Acceptance Check
Structural Acceptance Check

Preload Capacity

Overturning Stability

Windward Leg Sliding Capacity

Leg Strength – Chord

Foundation Bearing Capacity

Leg Strength – Brace

Pinion capacity
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
11
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
9.9
Load and Resistance Factors
The partial load and resistance factors that were adopted in the present study are in accordance
with SNAME [Ref. 1] .Such factors are listed in Table 9.1.
Table 9.1 : Load and Resistance Factors SNAME [Ref. 1]
LOAD FACTOR
Dead Load
1.00
Live Load
1.00
Environmental Load
1.15
Dynamic Load
1.00
RESISTANCE FACTOR (STRUCTURAL)
Dead Load Moment
0.95
Live Load Moment
0.95
Seabed Moment
0.95
Bending
0.90
Axial Load (compression)
0.85
Leg Holding System
0.85
RESISTANCE FACTOR (FOUNDATION)
Preload Capacity
0.90
Sliding Capacity (SAND)
0.80
Bearing Capacity (Partial Contact)
0.90
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
12
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
10.
RESULTS OF SITE-ASSESSMENT ANALYSIS
The results of the analysis are presented in the following sub-sections which include rig natural
period, utilization checks of leg strength and various foundation capacities, as well as maximum
spudcan reactions developed during operation. The details of analysis output from the final quasistatic analysis for structural integrity check can be found in Appendix B.
10.1 Rig Natural Period, DAF and Sway Motions
Table 10.1 summarises the calculated natural periods of the unit for Normal Operating and Storm
Survival conditions considering various hull weight.
Table 10.1 : Rig Natural Period, DAF and Maximum Sway Motions
Normal Operating
Storm Survival
Natural Period (s), sway
8.77 – 9.32
8.65 – 9.09
Natural Period (s), surge
8.75 – 9.30
8.64 – 9.08
Maximum Base Shear DAF
2.11
1.70
Maximum Side Sway (m)
0.64
0.74
10.2 Maximum Utilization Ratio
The maximum utilization ratios calculated from the present study are summarised in Table 10.2. As
can be seen from Table 10.2, UC values are less than unity, fulfilling all the acceptance criteria.
Table 10.2: Maximum Utilization Ratios
Normal Operating
Storm Survival
Overturning Stability 1
0.33
0.38
Preload Capacity
0.80
0.73
Bearing Capacity
0.57
0.45
Windward Leg Sliding
0.15
0.16
Leg Chord Strength
0.50
0.51
Leg Brace Strength
0.33
0.39
RCS Capacity Utilization
0.56
0.58
Note :
1) Minimum Hull weight (50% VL) was used for assessment (SNAME [Ref. 1])
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
13
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
10.3 Maximum Spudcan Reactions during Operation
The maximum spudcan reactions and corresponding spudcan bearing pressure obtained from the
present study are summarised in Table 10.3. The plot of pinned case spudcan reactions with V-H
envelope is presented on Plate A-4 to A-5 of Appendix A. Note that the factored yield envelopes
for V-H bearing capacity and sliding are based on a resistance factor of 0.90 and 0.80, respectively.
Table 10.3 : Summary of Vertical Spudcan Reactions
Maximum
Spudcan Reaction
and bearing
pressure
Preload Spudcan
Reaction and
bearing pressure
Note :
Normal Operating
Storm Survival
tonnes (kips)
8,243 (18,172)
7,504 (16,543)
tonnes/m2
(kips/ft2)
35.5 (7.3)
32.3 (6.6)
tonnes (kips)
11,432 (25,212)
tonnes/m2
(kips/ft2)
49.2 (10.1)
2
2
Effective bearing area = 232.4 m (2,501.5 ft )
10.4 Optimisation of Preload Spudcan Reaction
Following the maximum UC results presented in Section 10.2, optimization of preload required
while ensuring the in-placed stability of “WEST TELESTO” fulfills SNAME acceptance criteria was
performed. This was performed by opmitising the factored yield envelope for V-H bearing capacity
such that the envelope intersect with the maximum spudcan reactions, resulting in UC value of
unity. By applying a resistance factor of 0.90, the unfactored V-H envelope and the corresponding
minimum preload spudcan reaction were derived. The result are presented on Plates A-4 and A-5
of Appendix A. The minimum preload spudcan reaction of 9,175 tonnes (20,227 kips) is required
for the unit to operate under 10-year return extreme storm, and the minimum preload spudcan
reaction of 8,600 tonnes (18,959 kips) is required for the unit to pass the SNAME acceptance
criteria under 50-year return storm survival event.
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
14
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
11.
CONCLUSIONS
In accordance with SNAME T&RB 5-5A Rev. 3 (2008) [Ref. 1], Site-Specific Assessment was
performed for “WEST TELESTO”, a F&G JU-2000E Self-elevating Mobile Offshore Drilling Unit, to be
installed and operated at Dua North Subsea Location, Block 12w, Offshore Vietnam with spudcan
final tip penetration modeled as 1.1 m (3.6 ft) for all legs; water depth (LAT) as 99.5 m (326.4 ft),
operating air-gap as 13.4 m (44.0 ft) from LAT for both Normal Operation and Storm Survival
conditions.
Based on the analysis results, the following conclusion is drawn:

Having the rig subjected to maximum preload spudcan reaction of 11,432 tonnes (25,212
kips), for Normal Operating condition with cantilever skidded-out to 22.8 m (75.0 ft) off
transom, LCG at 46.3 m (151.8 ft) from frame 0 and TCG at the rig centerline, and
maximum VL of 3,766 tonnes (8,303 kips), the jack-up unit is able to withstand the 10year return extreme storm.

Having the rig subjected to maximum preload spudcan reaction of 11,432 tonnes (25,212
kips), for Storm Survival condition, LCG at geometric center of the hull, i.e. 41.4 m (135.9
ft) from frame 0 and TCG at the rig centerline, and maximum VL of 2,995 tonnes (6,603
kips), the jack-up unit is able to withstand the 50-year return extreme storm.

Minimum preload spudcan reaction of 9,175 tonnes (20,227 kips) is required for the unit
to operate under 10-year return extreme storm; minimum preload spudcan reaction of
8,600 tonnes (18,959 kips) is required for the unit to pass the SNAME acceptance criteria
under 50-year return storm survival event. (See PlateA-4 and A-5)
It is important to note that: 1) good mechanical and structural condition of the unit was assumed
in the present study; 2) no considerations of fatigue, structural defects, poor maintenance,
earthquake or scouring were incorporated. Should such effects are deemed critical, it is advised
that additional assessment(s) to be carried out independently.
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
15
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
REFERENCES
[1]
SNAME (2008). Guidelines for Site Specific Assessment of Mobile Jack-Up Units. Technical
and Research Bulletin 5-5A Rev 3, August 2008
[2]
Seadrill (2012). Draft Marine Operating Manual for Self-elevating Mobile Offshore Drilling
Unit Hull No.: JU2000E-09, Document No.: OP-7789.11-001, Rev. A, 27th September 2012.
[3]
Braemar Technical Services (Offshore) (2013). Foundation Assessment of MODU “WEST
TELESTO” at Dua North Subsea Location, Block 12W, Offshore Vietnam, Report No.: BTSO9-333, Rev. 0, 14th March 2013.
[4]
Bentley (2012). SACS 5.3 Executive V8i, Version 5.3.3.2.
[5]
Braemar Technical Services (Offshore) (2013) Metocean Study for “WEST TELESTO” at Dua
North Subsea, Block 12W, Offshore Vietnam, Report No. BTSO 5-6952/ck dated 04th April
2013
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
16
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
APPENDIX A - GEOTECHNICAL ASSESSMENT
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
17
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
ESTIMATED LEG PENETRATION CURVE [REF. 3]
Plate A-1
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
18
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Plate A-2
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
19
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Plate A-3
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
20
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
PRELOAD AND FOUNDATION CAPACITY CHECK FOR NORMAL OPERATING (10-YEAR RETURN)
V-H Bearing Capacity Envelope in accordance with SNAME T&R 5-5A (2008)
Reduction Factors Applied in :
0.90
Preload capacity check, p
0.80
Sliding capacity check, Hfc
0.90
Bearing capacity check, VH
Spudcan reactions at:
Full preload
11,432
Stillwater condition
6,212
Parameters Used in Calculations:
Consideration of passive resistance component [YES /
NO
IGNORED]
Active earth pressure coefficient, ka
0.0
Passive earth pressure coefficient, kp
0.0
Steel/soil Friction angle, δ
22
Maximum mobilised spudcan contact area
232.4
Maximum Utilization Ratio for :
Preload capacity
0.80
Leg sliding
0.15
Bearing capacity
0.57
tonnes
tonnes
degrees
2
m
* based on pinned case reaction
* based on pinned case reaction
* based on pinned case reaction
Plate A-4
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
21
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
PRELOAD AND FOUNDATION CAPACITY CHECK FOR STORM SURVIVAL (50-YEAR RETURN)
V-H Bearing Capacity Envelope in accordance with SNAME T&R 5-5A (2008)
Reduction Factors Applied in :
0.90
Preload capacity check, p
0.80
Sliding capacity check, Hfc
0.90
Bearing capacity check, VH
Spudcan reactions at:
Full preload
11,432
Stillwater condition
6,212
Parameters Used in Calculations:
Consideration of passive resistance component [YES /
NO
IGNORED]
Active earth pressure coefficient, ka
0.0
Passive earth pressure coefficient, kp
0.0
Steel/soil Friction angle, δ
22
Maximum mobilised spudcan contact area
232.4
Maximum Utilization Ratio for :
Preload capacity
0.73
Leg sliding
0.16
Bearing capacity
0.45
tonnes
tonnes
degrees
2
m
* based on pinned case reaction
* based on pinned case reaction
* based on pinned case reaction
Plate A-5
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
22
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
APPENDIX B - ANALYSIS SUMMARY
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
23
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Interpretive Input – Normal Operating Condition
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
1
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
SEA VERSION 6.1.3.4
******* SEASTATE OPTIONS *******
ANALYSIS OPTIONS
UNITS (ENGLISH OR METRIC)
VERTICAL COORDINATE
ALL MEMBERS
............
..................
..........................
DENSITY OF SEAWATER
NON-FLOODED
1.03
TONNE/M**3
7.85
TONNE/M**3
....................
0.00
M.
..........................
99.50
M.
MUDLINE ELEVATION
LOAD OPTIONS
+Z
..................
DENSITY OF CONSTRUCTION MATERIAL
WATER DEPTH
METRIC-KN
.....
GENERATE LOADS IN STRUCTURAL COORD.
..
YES
......
NO
...........
YES
GENERATE LOADS IN MEMBER COORD.
GENERATE LOAD COMBINATIONS
OUTPUT SELECTED LOAD CASES ONLY
......
YES
..........
NO
GENERATE BASE TRANSFER FUNCTION .......
NO
GENERATE TIME HISTORY LOADS
GENERATE WIND GUST LOADS ..............
NO
HYDROSTATIC COLLAPSE
PERFORM HYDROSTATIC COLLAPSE CHECK
...
NO
OPTIONS
HYDROSTATIC COLLAPSE FOR FLOODED GROUPS
NO
PRINT OPTIONS
INPUT ECHO
OUTPUT ECHO
...........................
NO PRINT
..........................
NO PRINT
SACS IV INPUT REPORTS .................
PRINT
SEASTATE INPUT REPORTS ................
PRINT
MEMBER SUMMARY FOR SEASTATE LOADS .....
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
NO PRINT
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
38
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SACS IV SECTION DESCRIPTION ******
SECTION **************************
LABEL * TYPE * AREA * *
A * *
(CM**2)
(CM)
CH0
TEE
963.72
41.90
CH1
PRI
1743.90
60.96
CH1A
PRI
1285.10
39.40
CH2
PRI
1743.90
60.96
CHK
PRI
2510.00
141.20
DM
TEE
391.50
50.70
DM2
TEE
927.41
73.90
DM3
PRI
1238.00
77.80
DM5
TEE
413.15
73.90
DM6
PRI
802.30
100.00
DM7
PRI
484.80
50.50
DM8
WF
115.00
15.00
DM9A
WF
254.00
20.00
DM9B
WF
621.27
20.00
DMA1
TEE
1218.71
73.90
DMA2
TEE
1319.92
101.50
DMB
TEE
603.91
101.50
DMC
WF
542.42
20.00
DMCE
PRI
450.11
236.90
DMD
WF
1042.44
20.00
DMDE
PRI
953.44
373.90
DME
TEE
549.87
73.90
DMF
TEE
550.84
73.90
DMG
TEE
659.49
73.90
DMJ
TEE
135.68
14.20
DMK
TEE
84.66
14.20
DML
TEE
144.31
16.90
DMM
TEE
276.56
14.20
DMN
TEE
135.68
14.20
DMO
TEE
144.31
16.90
Report No. BTSO-9-334-01 (Rev. 0)
CROSS SECTION DETAILS **************************
B * *
C * *
D
* *
E
* *
F
*
(CM)
(CM)
(CM-CM**2) (CM-CM**2) (CM-CM**2)
46.47
5.70
17.780
41.900
0.600
0.00
46.47
1009.000
1009.000
0.000
-3.61
46.47
780.200
780.200
0.000
0.00
46.47
1009.000
1009.000
0.000
0.00
17.78
2510.000
2510.000
0.000
45.90
5.70
2.550
50.700
0.600
167.50
4.15
3.800
73.900
0.600
2.56
131.90
746.900
491.500
0.000
45.90
4.15
2.550
73.900
0.600
0.00
77.90
444.000
358.300
0.000
0.00
95.60
396.700
88.100
0.000
1.90
43.80
1.450
0.800
0.000
2.55
85.10
1.900
0.600
0.000
2.55
278.40
1.900
0.600
0.000
209.10
4.15
4.450
73.900
0.600
172.30
5.70
4.450
101.500
0.600
11.40
5.70
4.450
101.500
0.600
2.55
236.90
1.900
0.800
0.000
0.00
1.90
300.000
300.000
0.000
2.55
373.90
2.550
0.800
0.000
0.00
2.55
635.600
635.600
0.000
45.90
5.70
3.200
73.900
0.600
68.40
4.15
3.800
73.900
0.600
68.40
5.70
3.800
73.900
0.600
45.90
1.60
2.550
14.200
0.600
34.20
1.60
1.900
14.200
0.600
45.90
1.90
2.550
16.900
0.600
68.40
1.60
3.800
14.200
0.600
45.90
1.60
2.550
14.200
0.600
45.90
1.90
2.550
16.900
0.600
PAGE
24
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
DMP
DMQ
DMR
DMS
DMT
DMU
DMV
DMW
DMX
DMY
DUM
F10
F11
F12
F13
PRI
PRI
TEE
PGU
PGU
TEE
ANG
PGU
PGU
TEE
PRI
PRI
PRI
PRI
PRI
157.30
167.90
144.31
344.34
244.89
168.43
159.76
539.28
439.83
135.68
5880.00
1214.00
1988.00
1652.00
1868.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
49.40
49.40
16.90
34.20
34.20
22.70
32.60
21.60
21.60
14.20
63.50
947.35
948.15
947.35
947.35
0.00
0.00
45.90
1.90
1.90
45.90
32.60
1.60
1.60
45.90
0.00
10.90
17.90
-17.00
-35.40
41.60
45.50
1.90
80.00
80.00
2.55
2.55
81.90
81.90
1.60
92.60
258.60
258.60
256.75
256.75
66.500
77.300
2.550
3.200
1.900
2.550
2.550
3.200
1.900
2.550
5880.000
735.700
1031.000
667.400
883.400
90.800
90.600
16.900
21.600
21.600
22.700
22.700
68.400
68.400
14.200
5880.000
478.700
957.200
984.600
984.600
0.000
0.000
0.600
1.600
1.600
0.600
0.600
3.800
3.800
0.600
0.000
0.000
0.000
0.000
0.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
39
SEA PAGE
40
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SACS IV SECTION DESCRIPTION ******
SECTION **************************
LABEL * TYPE * AREA * *
A * *
(CM**2)
(CM)
F14
PRI
1433.00
947.35
F15
PRI
1898.00
947.35
F15A
PRI
1861.00
947.35
F16
PRI
2493.00
948.80
F17
PRI
1777.00
947.85
F17A
PRI
1722.00
947.50
F18
PRI
2191.00
948.50
F18A
PRI
1969.00
948.50
F19
PRI
1858.00
947.50
F19A
PRI
1805.00
947.50
F2
PRI
1492.00
947.50
F20
PRI
2113.00
947.50
F21
PRI
1910.00
947.85
F21A
PRI
1809.00
947.50
F22
PRI
1686.00
947.50
F23
PRI
1773.00
947.85
F24
PRI
1655.00
947.50
F25
PRI
1851.00
948.50
F26
PRI
2061.00
948.50
F27
PRI
2225.00
947.50
F28
PRI
2724.00
947.85
F29
PRI
2022.00
947.85
F3
PRI
1775.00
947.50
F30
PRI
1966.00
947.85
F31
PRI
1997.00
947.85
F32
PRI
1920.00
947.85
F33
PRI
1604.00
947.85
F33A
PRI
3093.00
947.85
F34
PRI
1302.00
763.25
F35
PRI
2324.00
947.85
F36
PRI
1875.00
763.25
F37
PRI
2017.00
947.70
F38
PRI
1488.00
947.70
F39
PRI
1570.00
947.70
F4
PRI
1771.00
947.85
F5
PRI
1777.00
947.85
F6
PRI
1835.00
947.85
F7
PRI
1771.00
947.85
F7A
PRI
2441.00
947.85
F8
PRI
1807.00
947.85
F9
PRI
1831.00
947.85
F9A
PRI
1907.00
947.85
F9B
PRI
2718.00
947.85
JC12G
PRI
3496.00
110.60
JC13C
PRI
8104.00
179.70
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
CROSS SECTION DETAILS **************************
B * *
C * *
D
* *
E
* *
F
*
(CM)
(CM)
(CM-CM**2) (CM-CM**2) (CM-CM**2)
-22.20
256.75
883.400
550.000
0.000
-62.50
228.60
826.200
1071.000
0.000
-51.80
228.60
789.700
1071.000
0.000
60.60
216.90
1508.000
984.600
0.000
-50.30
216.90
792.100
984.600
0.000
-37.00
216.90
737.500
984.600
0.000
-7.20
228.60
1096.000
1094.000
0.000
-29.70
228.60
1096.000
872.600
0.000
-18.50
228.60
763.700
1094.000
0.000
-16.20
228.60
763.700
1042.000
0.000
-33.20
158.30
648.700
842.900
0.000
-11.00
290.00
1270.000
842.900
0.000
-52.00
290.00
1067.000
842.900
0.000
-28.60
290.00
965.800
842.900
0.000
-31.70
248.60
843.500
842.900
0.000
-53.20
248.60
930.500
842.900
0.000
-33.70
189.30
670.000
984.600
0.000
-70.60
238.80
978.900
872.600
0.000
-22.60
238.80
1189.000
872.600
0.000
7.20
266.00
945.000
1280.000
0.000
-9.60
266.00
1087.000
1637.000
0.000
-50.30
304.80
1085.000
937.000
0.000
-21.40
197.60
680.200
1094.000
0.000
-52.70
304.80
1039.000
927.500
0.000
-51.90
304.80
1070.000
927.500
0.000
-65.20
304.80
993.000
927.500
0.000
-20.40
152.40
528.300
1075.000
0.000
3.10
152.40
528.300
2564.000
0.000
-1.70
152.40
429.500
872.300
0.000
-19.40
152.40
528.300
1796.000
0.000
-6.10
152.40
429.500
1445.000
0.000
-27.70
152.40
505.500
1512.000
0.000
-31.10
152.40
505.500
982.400
0.000
-24.60
152.40
587.500
982.400
0.000
-53.70
250.00
928.500
842.900
0.000
-53.20
250.00
934.500
842.900
0.000
-48.60
250.00
992.500
842.900
0.000
-53.70
250.00
928.500
842.900
0.000
-32.40
250.00
928.500
1512.000
0.000
-34.20
216.90
822.200
984.600
0.000
-48.30
216.90
846.200
984.600
0.000
-42.70
216.90
922.200
984.600
0.000
-24.10
216.90
922.200
1796.000
0.000
-14.30
337.00
1900.000
1596.000
0.000
7.50
368.00
4480.000
3623.000
0.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SACS IV SECTION DESCRIPTION ******
SECTION **************************
LABEL * TYPE * AREA * *
A * *
(CM**2)
(CM)
JC14F
PRI
5130.00
139.70
JC15F
PRI
5130.00
139.70
JC16G
PRI
3496.00
110.60
JC22G
PRI
7962.00
176.00
JC24G
PRI
8248.00
139.70
JC26C
PRI
4684.00
177.20
JC26G
PRI
6050.00
178.45
JC26GU
PRI
8127.00
177.20
JC28C
PRI
6666.00
179.70
JC28D
PRI 10200.00
177.20
JC28E
PRI
7894.00
179.70
JTB
PGD
492.15
63.50
L0
PRI
2290.00
947.85
L0A
PRI
1688.00
763.25
L1
PRI
3324.00
947.85
Report No. BTSO-9-334-01 (Rev. 0)
CROSS SECTION DETAILS **************************
B * *
C * *
D
* *
E
* *
F
*
(CM)
(CM)
(CM-CM**2) (CM-CM**2) (CM-CM**2)
3.90
337.00
2682.000
2449.000
0.000
3.90
337.00
2682.000
2449.000
0.000
-14.30
337.00
1900.000
1596.000
0.000
10.20
506.40
4687.000
3275.000
0.000
6.70
337.00
3336.000
4911.000
0.000
1.00
368.00
2760.000
1924.000
0.000
3.70
368.00
3690.000
2359.000
0.000
13.60
506.40
4851.000
3275.000
0.000
6.60
368.00
3691.000
2975.000
0.000
7.80
368.00
4146.000
6000.000
0.000
8.20
368.00
4480.000
3414.000
0.000
2.55
38.10
2.550
0.600
58.400
-79.50
304.80
1175.000
1115.000
0.000
-27.90
304.80
868.100
820.200
0.000
-23.10
252.40
961.500
2363.000
0.000
PAGE
25
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
L10
L11
L12
L13
L14
L15
L16
L17
L17A
L18
L19
L2
L20
L21
L22
L23
L24
L25
L26
L27
L27A
L28
L29
L2A
L3
L30
L31
L32
L33
L34
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
1693.00
1523.00
1484.00
1402.00
1402.00
1515.00
3322.00
1324.00
3315.00
1380.00
1456.00
3276.00
1502.00
1614.00
1402.00
1888.00
1970.00
1795.00
2263.00
1725.00
2232.00
1789.00
1865.00
3320.00
3360.00
2003.00
1939.00
1826.00
1802.00
1738.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
947.70
947.70
947.50
947.50
947.50
947.50
948.80
947.35
948.80
947.35
947.85
947.85
947.85
947.85
947.50
947.50
947.50
947.50
948.80
947.35
948.80
947.35
947.85
947.85
948.50
947.85
947.85
947.35
947.35
947.35
-59.10
-56.80
-16.10
-22.40
-22.40
-13.40
29.60
-19.60
30.30
-17.80
-26.70
-17.20
-34.80
-25.50
-22.40
8.80
12.30
-29.40
26.00
-27.20
34.10
-22.90
-39.30
-23.30
-8.20
-44.30
-48.80
-38.90
-35.60
-40.30
189.30
158.30
152.40
152.40
152.40
152.40
152.40
152.40
152.40
152.40
152.40
252.40
152.40
152.40
152.40
152.40
152.40
280.00
280.00
280.00
280.00
280.00
280.00
252.40
252.40
280.00
280.00
228.60
228.60
228.60
708.200
680.300
557.000
475.000
475.000
475.000
959.100
396.100
952.100
452.100
528.300
913.500
574.300
574.300
475.000
475.000
557.000
870.000
1338.000
798.000
1305.000
862.000
938.000
957.700
997.200
1078.000
1014.000
841.200
817.200
753.200
984.600
842.900
927.500
927.500
927.500
1040.000
2363.000
927.500
2363.000
927.500
927.500
2363.000
927.500
1040.000
927.500
1413.000
1413.000
925.200
925.500
927.500
927.500
927.500
927.500
2363.000
2363.000
925.200
925.200
984.600
984.600
984.600
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
41
SEA PAGE
42
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SACS IV SECTION DESCRIPTION ******
SECTION **************************
LABEL * TYPE * AREA * *
A * *
(CM**2)
(CM)
L34A
PRI
1852.00
947.85
L3A
PRI
3342.00
947.85
L5
PRI
2629.00
947.35
L6
PRI
2693.00
947.35
L6A
PRI
2635.00
947.85
L7
PRI
1743.00
947.85
LA
PRI
2820.00
947.50
LG1
PRI
5880.00
63.50
LG2
PRI
5880.00
63.50
PIN
TUB
2770.00
42.00
UGG
PRI
5880.00
63.50
W1
PRI
2152.00
950.10
W10
PRI
1885.00
948.50
W10A
PRI
1916.00
948.20
W11
PRI
1832.00
948.50
W11A
PRI
1850.00
948.50
W12
PRI
2229.00
525.75
W13
PRI
2336.00
525.75
W14
PRI
404.70
128.90
W15
PRI
327.80
128.60
W16
PRI
1982.00
639.15
W17
PRI
1717.00
511.80
W18
PRI
1003.00
311.90
W2
PRI
2152.00
950.10
W3A
PRI
2176.00
948.50
W3B
PRI
1858.00
638.50
W4
PRI
1274.00
510.85
W5
PRI
2884.00
949.45
W5A
PRI
3141.00
949.45
W5B
PRI
2457.00
949.45
W5C
PRI
2952.00
949.45
W5D
PRI
2393.00
949.45
W5E
PRI
2888.00
949.45
W5F
PRI
2656.00
947.85
W5G
PRI
2721.00
947.85
W6
PRI
2689.00
949.15
W6A
PRI
2262.00
949.15
W7
PRI
3291.00
949.45
W8
PRI
2798.00
949.45
W9
PRI
2393.00
947.85
W9A
PRI
2446.00
948.20
W9B
PRI
2571.00
948.20
WG1
PRI
4651.00
950.10
WG2
PRI
4501.00
949.45
WG3
PRI
3999.00
949.45
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
CROSS SECTION DETAILS **************************
B * *
C * *
D
* *
E
* *
F
*
(CM)
(CM)
(CM-CM**2) (CM-CM**2) (CM-CM**2)
-49.40
228.60
867.500
984.600
0.000
-17.80
252.40
979.200
2363.000
0.000
-23.90
252.40
833.100
1796.000
0.000
-21.10
252.40
897.100
1796.000
0.000
-25.00
212.40
839.300
1796.000
0.000
-14.40
290.00
900.600
842.900
0.000
-7.80
152.40
457.000
2363.000
0.000
0.00
92.60
5880.000
5880.000
0.000
0.00
92.60
5880.000
5880.000
0.000
20.00
0.00
0.000
0.000
0.000
0.00
92.60
5880.000
5880.000
0.000
44.18
95.00
665.000
1487.000
0.000
-25.00
253.90
936.100
949.100
0.000
-43.30
253.90
966.600
949.100
0.000
-39.40
191.50
882.700
949.100
0.000
-50.60
191.50
900.700
949.100
0.000
14.20
117.00
235.700
1993.000
0.000
25.00
117.00
343.300
1993.000
0.000
-21.50
122.10
247.500
157.200
0.000
-11.80
93.10
170.600
157.200
0.000
43.80
304.80
1265.000
717.600
0.000
58.40
304.80
1158.000
558.800
0.000
20.20
200.00
510.000
493.400
0.000
44.18
95.00
665.000
1487.000
0.000
-0.16
223.50
994.600
1181.000
0.000
-40.50
223.50
1062.000
796.100
0.000
15.20
223.50
637.000
636.600
0.000
21.00
201.85
1107.000
1777.000
0.000
8.80
201.85
1107.000
2033.000
0.000
-19.50
201.85
1156.000
1301.000
0.000
-4.00
201.85
1156.000
1796.000
0.000
-32.70
201.85
1092.000
1301.000
0.000
-14.70
201.85
1092.000
1796.000
0.000
-34.30
201.85
860.700
1796.000
0.000
-22.30
201.85
925.100
1796.000
0.000
56.80
201.85
912.000
1777.000
0.000
9.60
201.85
961.100
1301.000
0.000
-18.50
303.80
1495.000
1796.000
0.000
16.70
303.80
1286.000
1512.000
0.000
1.30
253.90
881.000
1512.000
0.000
-8.90
253.90
934.400
1512.000
0.000
-4.00
253.90
1059.000
1512.000
0.000
2.80
231.00
1837.000
2815.000
0.000
18.40
231.00
1686.000
2815.000
0.000
64.60
231.00
1585.000
2414.000
0.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE DRAG AND INERTIA COEFFICIENTS TABLE ******
MEMBER
DIAMETER
(CM)
**************** CLEAN CYLINDERS ****************
* DRAG COEFFICIENTS *
* INERTIA COEFFICIENTS *
NORMAL
AXIAL
NORMAL
AXIAL
Report No. BTSO-9-334-01 (Rev. 0)
*************** FOULED CYLINDERS ****************
* DRAG COEFFICIENTS *
* INERTIA COEFFICIENTS *
NORMAL
AXIAL
NORMAL
AXIAL
PAGE
26
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
32.38
27.30
16.83
0.6500
0.6500
0.6500
0.0000
0.0000
0.0000
2.0000
2.0000
2.0000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.0000
0.0000
0.0000
1.0000
1.0000
1.0000
0.0000
0.0000
0.0000
1.8000
1.8000
1.8000
0.0000
0.0000
0.0000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
43
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE INITIAL GROUP DESCRIPTION ******
GROUP SECTION ***** AREAS ***** ** DIAMETERS **
LABEL LABEL
CONST.
DISPL.
Y
Z
(CM**2)
(CM)
BT1
CH0
CH0
CH1
CH1
CH2
CHK
D1
DM
DM1
DM2
DM3
DM5
DM5
DM6
DM7
DM8
DM9
DM9
DMA
DMA
DMB
DMB
DMC
DMC
DMD
DMD
DME
DMF
DMG
DMH
DMI
DMJ
DMJ
DMK
DMK
DML
DMM
DMN
DMO
DMP
DMQ
DMR
DMS
DMT
CH0
CH0
CH1A
CH1
CH2
CHK
DM
DM2
DM3
DM5
DME
DM6
DM7
DM8
DM9A
DM9B
DMA2
DMA1
DMB
DMA2
DM8
DMC
DM9B
DMD
DME
DMF
DMG
DMCE
DMDE
DMJ
DMK
DMK
DMJ
DML
DMM
DMN
DMO
DMP
DMQ
DMR
DMS
DMT
54.26
221.67
963.72
963.72
963.72
963.72
1285.10 1285.10
1743.90 1743.90
1743.90 1743.90
2510.00 2510.00
169.26
585.56
391.50
391.50
4868.71 186654.8
927.41
927.41
1238.00 1238.00
413.15
413.15
549.87
549.87
802.30
802.30
484.80
484.80
115.00
115.00
437.63
437.63
437.63
437.63
1269.32 1269.32
1269.32 1269.32
961.92
961.92
961.92
961.92
328.71
328.71
328.71
328.71
831.85
831.85
831.85
831.85
549.87
549.87
550.84
550.84
659.49
659.49
450.11
450.11
953.44
953.44
135.68
135.68
84.66
84.66
84.66
84.66
135.68
135.68
144.31
144.31
276.56
276.56
135.68
135.68
144.31
144.31
157.30
157.30
167.90
167.90
144.31
144.31
344.34
344.34
244.89
244.89
16.80
41.90
41.90
39.40
60.96
60.96
141.20
27.31
50.70
487.50
73.90
77.80
73.90
73.90
100.00
50.50
43.80
181.75
181.75
87.70
87.70
101.50
101.50
140.35
140.35
326.15
326.15
73.90
73.90
73.90
236.90
373.90
14.20
14.20
14.20
14.20
16.90
14.20
14.20
16.90
49.40
49.40
16.90
80.00
80.00
* SECTION * * MATL. * * JOINT *
TYPE LENGTH DENSITY
THICK
(TONNE/M**3) (M.)
16.80
46.47
46.47
46.47
46.47
46.47
17.78
27.31
45.90
487.50
167.50
131.90
45.90
45.90
77.90
95.60
15.00
20.00
20.00
190.70
190.70
91.85
91.85
17.50
17.50
20.00
20.00
45.90
68.40
68.40
1.90
2.55
45.90
34.20
34.20
45.90
45.90
68.40
45.90
45.90
41.60
45.50
45.90
34.20
34.20
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
TUB
TEE
TEE
PRI
PRI
PRI
PRI
TUB
TEE
TUB
TEE
PRI
TEE
TEE
PRI
PRI
WF
WF
WF
TEE
TEE
TEE
TEE
WF
WF
WF
WF
TEE
TEE
TEE
PRI
PRI
TEE
TEE
TEE
TEE
TEE
TEE
TEE
TEE
PRI
PRI
TEE
PGU
PGU
2.18
1.37
1.06
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
1.18
1.23
0.001
7.850
10.924
9.827
9.307
9.307
0.001
7.850
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
FLOOD
** DRAG AND INERTIA COEFFICIENTS **
CDY
CDZ
CMY
CMZ
CDT
CMT
NO
NO
NO
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
44
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE INITIAL GROUP DESCRIPTION ******
GROUP SECTION ***** AREAS ***** ** DIAMETERS **
LABEL LABEL
CONST.
DISPL.
Y
Z
(CM**2)
(CM)
DMU
DMV
DMW
DMX
DMY
DUM
F1
F10
F11
F12
F13
F14
F15
F15
F15
F16
F17
F17
F18
F18
F19
F19
F2
F20
DMU
DMV
DMW
DMX
DMY
DUM
W1
F10
F11
F12
F13
F14
F15A
F15
F15A
F16
F17A
F17
F18
F18A
F19
F19A
F2
F20
168.43
159.76
539.28
439.83
135.68
5880.00
2152.00
1214.00
1988.00
1652.00
1868.00
1433.00
1861.00
1898.00
1861.00
2493.00
1722.00
1777.00
2191.00
1969.00
1858.00
1805.00
1492.00
2113.00
168.43
159.76
539.28
439.83
135.68
5880.00
2152.00
1214.00
1988.00
1652.00
1868.00
1433.00
1861.00
1898.00
1861.00
2493.00
1722.00
1777.00
2191.00
1969.00
1858.00
1805.00
1492.00
2113.00
22.70
32.60
81.90
81.90
14.20
63.50
950.10
947.35
948.15
947.35
947.35
947.35
947.35
947.35
947.35
948.80
947.50
947.85
948.50
948.50
947.50
947.50
947.50
947.50
Report No. BTSO-9-334-01 (Rev. 0)
45.90
32.60
68.40
68.40
45.90
92.60
95.00
258.60
258.60
256.75
256.75
256.75
228.60
228.60
228.60
216.90
216.90
216.90
228.60
228.60
228.60
228.60
158.30
290.00
* SECTION * * MATL. * * JOINT *
TYPE LENGTH DENSITY
THICK
(TONNE/M**3) (M.)
TEE
ANG
PGU
PGU
TEE
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
3.65
3.65
3.98
2.74
3.95
0.001
0.001
0.001
0.001
0.001
0.000
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
FLOOD
** DRAG AND INERTIA COEFFICIENTS **
CDY
CDZ
CMY
CMZ
CDT
CMT
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PAGE
27
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
F21
F21
F22
F23
F23
F24
F25
F25
F25
F26
F27
F28
F29
F3
F30
F31
F32
F33
F33
F34
F35
F21A
F21
F22
F22
F23
F24
F26
F25
F26
F26
F27
F28
F29
F3
F30
F31
F32
F33A
F33
F34
F35
1809.00
1910.00
1686.00
1686.00
1773.00
1655.00
2061.00
1851.00
2061.00
2061.00
2225.00
2724.00
2022.00
1775.00
1966.00
1997.00
1920.00
3093.00
1604.00
1302.00
2324.00
1809.00
1910.00
1686.00
1686.00
1773.00
1655.00
2061.00
1851.00
2061.00
2061.00
2225.00
2724.00
2022.00
1775.00
1966.00
1997.00
1920.00
3093.00
1604.00
1302.00
2324.00
947.50
947.85
947.50
947.50
947.85
947.50
948.50
948.50
948.50
948.50
947.50
947.85
947.85
947.50
947.85
947.85
947.85
947.85
947.85
763.25
947.85
290.00
290.00
248.60
248.60
248.60
189.30
238.80
238.80
238.80
238.80
266.00
266.00
304.80
197.60
304.80
304.80
304.80
152.40
152.40
152.40
152.40
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
4.73
2.68
0.60
3.02
1.22
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
45
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE INITIAL GROUP DESCRIPTION ******
GROUP SECTION ***** AREAS ***** ** DIAMETERS **
LABEL LABEL
CONST.
DISPL.
Y
Z
(CM**2)
(CM)
F35
F36
F37
F38
F39
F4
F5
F6
F7
F7
F8
F9
F9
F9
F9
F9A
F9A
F9B
H1
H2
JB
JC1
JC2
JC3
JC4
JC5
JC5
JC6
JC7
JC8
JC9
JC9
JCA
JCA
JCB
JCC
JTB
L0
L0
L1
L10
L11
L12
L13
L14
F33A
F36
F37
F38
F39
F4
F5
F6
F7
F7A
F8
F9A
F9
F9A
F9B
F9
F9A
F9B
JC26C
JC28C
JC13C
JC28D
JC22G
JC24G
JC24G
JC15F
JC14F
JC16G
JC12G
JC26GU
JC22G
JC26G
JC28E
JTB
L0A
L0
L1
L10
L11
L12
L13
L14
3093.00 3093.00
1875.00 1875.00
2017.00 2017.00
1488.00 1488.00
1570.00 1570.00
1771.00 1771.00
1777.00 1777.00
1835.00 1835.00
1771.00 1771.00
2441.00 2441.00
1807.00 1807.00
1907.00 1907.00
1831.00 1831.00
1907.00 1907.00
2718.00 2718.00
1831.00 1831.00
1907.00 1907.00
2718.00 2718.00
265.11
823.72
169.26
585.56
262.76 1640.30
4684.00 4684.00
6666.00 6666.00
8104.00 8104.00
10200.00 10200.00
7962.00 7962.00
8105.00 8105.00
8248.00 8248.00
5130.00 5130.00
5130.00 5130.00
3496.00 3496.00
3496.00 3496.00
8127.00 8127.00
7962.00 7962.00
6050.00 6050.00
7894.00 7894.00
492.15
427.80
1688.00 1688.00
2290.00 2290.00
3324.00 3324.00
1693.00 1693.00
1523.00 1523.00
1484.00 1484.00
1402.00 1402.00
1402.00 1402.00
947.85
763.25
947.70
947.70
947.70
947.85
947.85
947.85
947.85
947.85
947.85
947.85
947.85
947.85
947.85
947.85
947.85
947.85
32.38
27.31
45.70
177.20
179.70
179.70
177.20
176.00
157.85
139.70
139.70
139.70
110.60
110.60
177.20
176.00
178.45
179.70
38.10
763.25
947.85
947.85
947.70
947.70
947.50
947.50
947.50
* SECTION * * MATL. * * JOINT *
TYPE LENGTH DENSITY
THICK
(TONNE/M**3) (M.)
152.40
152.40
152.40
152.40
152.40
250.00
250.00
250.00
250.00
250.00
216.90
216.90
216.90
216.90
216.90
216.90
216.90
216.90
32.38
27.31
45.70
368.00
368.00
368.00
368.00
506.40
421.70
337.00
337.00
337.00
337.00
337.00
506.40
506.40
368.00
368.00
63.50
304.80
304.80
252.40
189.30
158.30
152.40
152.40
152.40
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
TUB
TUB
TUB
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PGD
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
1.46
1.69
1.82
0.86
0.42
1.82
1.19
0.66
0.69
1.82
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
7.850
7.850
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
FLOOD
** DRAG AND INERTIA COEFFICIENTS **
CDY
CDZ
CMY
CMZ
CDT
CMT
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
NO
NO
NO
NO
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
46
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE INITIAL GROUP DESCRIPTION ******
GROUP SECTION ***** AREAS ***** ** DIAMETERS **
LABEL LABEL
CONST.
DISPL.
Y
Z
(CM**2)
(CM)
L15
L16
L17
L17
L18
L19
L19
L15
L16
L17A
L17
L18
L18
L19
1515.00
3322.00
3315.00
1324.00
1380.00
1380.00
1456.00
1515.00
3322.00
3315.00
1324.00
1380.00
1380.00
1456.00
947.50
948.80
948.80
947.35
947.35
947.35
947.85
Report No. BTSO-9-334-01 (Rev. 0)
152.40
152.40
152.40
152.40
152.40
152.40
152.40
* SECTION * * MATL. * * JOINT *
TYPE LENGTH DENSITY
THICK
(TONNE/M**3) (M.)
PRI
PRI
PRI
PRI
PRI
PRI
PRI
2.22
3.00
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
FLOOD
** DRAG AND INERTIA COEFFICIENTS **
CDY
CDZ
CMY
CMZ
CDT
CMT
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PAGE
28
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
L2
L2
L20
L21
L22
L23
L24
L25
L26
L27
L27
L28
L29
L29
L3
L3
L30
L31
L32
L33
L33
L34
L34
L4
L4
L5
L6
L6
L7
L7
L8
L9
LA
LB
LC
LG1
LG2
PIN
L2A
L2
L20
L21
L22
L23
L24
L25
L26
L27A
L27
L28
L27
L29
L3A
L3
L30
L31
L32
L32
L33
L34
L34A
L3
L5
L5
L6
L6A
L7
F21
F21
F23
LA
L17
L27
LG1
LG2
PIN
3320.00
3276.00
1502.00
1614.00
1402.00
1888.00
1970.00
1795.00
2263.00
2232.00
1725.00
1789.00
1725.00
1865.00
3342.00
3360.00
2003.00
1939.00
1826.00
1826.00
1802.00
1738.00
1852.00
3360.00
2629.00
2629.00
2693.00
2635.00
1743.00
1910.00
1910.00
1773.00
2820.00
1324.00
1725.00
5880.00
5880.00
2770.00
3320.00
3276.00
1502.00
1614.00
1402.00
1888.00
1970.00
1795.00
2263.00
2232.00
1725.00
1789.00
1725.00
1865.00
3342.00
3360.00
2003.00
1939.00
1826.00
1826.00
1802.00
1738.00
1852.00
3360.00
2629.00
2629.00
2693.00
2635.00
1743.00
1910.00
1910.00
1773.00
2820.00
1324.00
1725.00
5880.00
5880.00
1385.44
947.85
947.85
947.85
947.85
947.50
947.50
947.50
947.50
948.80
948.80
947.35
947.35
947.35
947.85
947.85
948.50
947.85
947.85
947.35
947.35
947.35
947.35
947.85
948.50
947.35
947.35
947.35
947.85
947.85
947.85
947.85
947.85
947.50
947.35
947.35
63.50
63.50
42.00
252.40
252.40
152.40
152.40
152.40
152.40
152.40
280.00
280.00
280.00
280.00
280.00
280.00
280.00
252.40
252.40
280.00
280.00
228.60
228.60
228.60
228.60
228.60
252.40
252.40
252.40
252.40
212.40
290.00
290.00
290.00
248.60
152.40
152.40
280.00
92.60
92.60
42.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
TUB
1.00
2.22
2.80
4.69
2.60
3.00
0.30
1.98
1.20
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
NO
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
47
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE INITIAL GROUP DESCRIPTION ******
GROUP SECTION ***** AREAS ***** ** DIAMETERS **
LABEL LABEL
CONST.
DISPL.
Y
Z
(CM**2)
(CM)
SB1
UGG
W1
W1
W10
W11
W12
W13
W14
W15
W16
W17
W18
W2
W3A
W3B
W4
W5
W5
W5A
W5A
W5A
W5B
W5B
W5C
W5D
W6
W6A
W7
W8
W9
W9A
W9B
WA
WB
WG1
WG2
WG3
UGG
W1
W2
W10
W11
W12
W13
W14
W15
W16
W17
W18
W2
W3A
W3B
W4
W5A
W5
W5E
W5D
W5B
W5C
W5B
W5F
W5G
W6
W6A
W7
W8
W9
W9A
W9B
W10A
W11A
WG1
WG2
WG3
54.21
5880.00
2152.00
2152.00
1885.00
1832.00
2229.00
2336.00
404.70
327.80
1982.00
1717.00
1003.00
2152.00
2176.00
1858.00
1274.00
3141.00
2884.00
2888.00
2393.00
2457.00
2952.00
2457.00
2656.00
2721.00
2689.00
2262.00
3291.00
2798.00
2393.00
2446.00
2571.00
1916.00
1850.00
4651.00
4501.00
3999.00
222.41
5880.00
2152.00
2152.00
1885.00
1832.00
2229.00
2336.00
404.70
327.80
1982.00
1717.00
1003.00
2152.00
2176.00
1858.00
1274.00
3141.00
2884.00
2888.00
2393.00
2457.00
2952.00
2457.00
2656.00
2721.00
2689.00
2262.00
3291.00
2798.00
2393.00
2446.00
2571.00
1916.00
1850.00
4651.00
4501.00
3999.00
16.83
63.50
950.10
950.10
948.50
948.50
525.75
525.75
128.90
128.60
639.15
511.80
311.90
950.10
948.50
638.50
510.85
949.45
949.45
949.45
949.45
949.45
949.45
949.45
947.85
947.85
949.15
949.15
949.45
949.45
947.85
948.20
948.20
948.20
948.50
950.10
949.45
949.45
* SECTION * * MATL. * * JOINT *
TYPE LENGTH DENSITY
THICK
(TONNE/M**3) (M.)
16.83
92.60
95.00
95.00
253.90
191.50
117.00
117.00
122.10
93.10
304.80
304.80
200.00
95.00
223.50
223.50
223.50
201.85
201.85
201.85
201.85
201.85
201.85
201.85
201.85
201.85
201.85
201.85
303.80
303.80
253.90
253.90
253.90
253.90
191.50
231.00
231.00
231.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
TUB
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
PRI
6.81
1.00
1.00
2.90
1.00
7.850
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
FLOOD
** DRAG AND INERTIA COEFFICIENTS **
CDY
CDZ
CMY
CMZ
CDT
CMT
NO
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.65
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
48
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE GLOBAL GROUP OVERRIDE DESCRIPTION ******
GROUP
***** AREAS ***** ** DIAMETERS ** * MATL. *
Report No. BTSO-9-334-01 (Rev. 0)
FLOOD * MARINE
** DRAG AND INERTIA COEFFICIENTS ** REY
PAGE
29
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
LABEL
CONST.
DISPL.
(CM**2)
Y
Z
(CM)
DENSITY
(TONNE/M**3)
CH0
CH1
CH2
DM
0.00
0.00
0.00
0.00
DM1
0.00
0.00
0.00
0.00
DM2
0.00
0.00
0.00
0.00
DM3
0.00
0.00
0.00
0.00
DM5
0.00
0.00
0.00
0.00
DM6
0.00
0.00
0.00
0.00
DM7
0.00
0.00
0.00
0.00
DM8
0.00
0.00
0.00
0.00
DM9
0.00
0.00
0.00
0.00
DMA
0.00
0.00
0.00
0.00
DMB
0.00
0.00
0.00
0.00
DMC
0.00
0.00
0.00
0.00
DMD
0.00
0.00
0.00
0.00
DME
0.00
0.00
0.00
0.00
DMF
0.00
0.00
0.00
0.00
DMG
0.00
0.00
0.00
0.00
DMH
0.00
0.00
0.00
0.00
DMI
0.00
0.00
0.00
0.00
DMJ
0.00
0.00
0.00
0.00
DMK
0.00
0.00
0.00
0.00
DML
0.00
0.00
0.00
0.00
DMM
0.00
0.00
0.00
0.00
DMN
0.00
0.00
0.00
0.00
DMO
0.00
0.00
0.00
0.00
DMP
0.00
0.00
0.00
0.00
DMQ
0.00
0.00
0.00
0.00
DMR
0.00
0.00
0.00
0.00
DMS
0.00
0.00
0.00
0.00
DMT
0.00
0.00
0.00
0.00
DMU
0.00
0.00
0.00
0.00
DMV
0.00
0.00
0.00
0.00
DMW
0.00
0.00
0.00
0.00
DMX
0.00
0.00
0.00
0.00
DMY
0.00
0.00
0.00
0.00
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
GROWTH
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
CDY
CDZ
CMY
CMZ
CDT
CMT
2.90
2.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.92
1.92
1.92
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
2.00
2.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
DATE 08-APR-2013
TIME 11:07:08
OVR
SEA PAGE
138
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
ITEM
NO.
1
GROUP
ID
WEIGHT
KN
WEIGHT
ID
COG
1000.0 LTSHIP
************ NON-STRUCTURAL WEIGHT DATA ************
**** COORDINATES ****
X
Y
Z
******** DISTRIBUTION JOINTS *********
M
M
M
1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH
23.8
10.4
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
124.8
1216 1296 1218 1298 1200 1280 1197 1277
WEIGHT FACTORS
X
Y
Z
DENSITY
MT/M**3
1.00 1.00 1.00
0.000
VOLUME
M **3
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
139
TIME 11:07:08
SEA PAGE
140
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
WEIGHT GROUP
NO.
ID
1
COG
********************* ADDITIONAL WEIGHT SUMMARY *********************
TOTAL
*** CENTER OF GRAVITY *** ***** DIRECTIONAL WEIGHTS *****
WEIGHT
X
Y
Z
X
Y
Z
KN
M
M
M
KN
KN
KN
1000.00
23.77
10.40
124.81
1000.00
1000.00
1000.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE AREA DESCRIPTION ******
GROUP
LABEL
CB
CB
CB
7
9
9
11
11
13
15
15
17
17
19
GROUP
LOADING
TYPE
FLUID-DRAG
FLUID-DRAG
FLUID-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
* PROJECTED AREAS ***** AREA OR VOLUME ****
OR VOLUMES
CENTROID
(M.**2) OR (M.**3)
(M.)
AX
AY
AZ
X
Y
Z
106.0
106.0
106.0
0.0
1369.3
0.0
2371.7
0.0
2738.6
2371.7
0.0
1369.3
0.0
0.0
106.0
106.0
106.0
******
0.0
******
0.0
******
0.0
0.0
1515.8
0.0
2625.5
3031.6
254.0
254.0
254.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.0
47.5
23.8
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
0.0
0.0
45.7
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
AREA
TYPE
B
B
B
F
F
F
F
F
F
F
F
F
F
F
****** DISTRIBUTION JOINTS ******
J1
J2
J3
J4
J5
J6
J7
PORT
STBD
BOW
1204
1193
1193
1295
1295
1295
1215
1215
1215
1215
1204
1193
1176
1176
1326
1326
1300
1295
1295
1295
1295
1252
1176
1178
1178
1284
1284
1326
1300
1300
1300
1300
1215
1178
1273
1273
1273
1273
1305
1326
1326
1326
1326
1295
1273
1284
1284
1174
1174
1284
1305
1305
1305
1305
1326
1284
1193
1193
1273
1284 1273
1284 1273
1284
1284
1284
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
Report No. BTSO-9-334-01 (Rev. 0)
-6.1
-6.1
-6.1
133.2
133.3
133.2
133.3
133.2
133.3
133.3
133.2
133.3
133.2
133.2
SHAPE
COEFF
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
141
PAGE
30
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
******
SEASTATE
PARAMETERS
******
JOINTS ................... 1605
MEMBERS .................. 3227
SECTION PROPERTIES ....... 1982
GROUPS ...................
218
PLATES ...................
531
PLATE GROUPS .............
14
PLATE STIFFENERS .........
7
BASIC LOAD CONDITIONS ....
19
COMBINED LOAD CONDITIONS .
22
NO. WIND SHIELD ZONES ....
1
***** WIND SHIELD ZONE 1 *****
TOP ............
132.40 M
BOTTOM .........
112.90 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
142
TIME 11:07:08
SEA PAGE
143
SEA PAGE
144
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
** USER SUPPLIED LOAD CASE DESCRIPTIONS **
LOAD CASE
DESCRIPTION
W07
W09
W11
W13
W15
W17
S07S
S09S
S11S
S13S
S15S
S17S
S19S
WIND+90
WIND+120
WIND+150
WIND+180
WIND+210
WIND+240
STORM+MS+90
STORM+MS+120
STORM+MS+150
STORM+MS+180
STORM+MS+210
STORM+MS+240
STORM+MS+270
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
CAN ******
USER GENERATED LOADS
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE CAN ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
0.000
-10197.501
SUM MY
KN-M
0.000
-153607.125
0.000
242435.375
SUM MZ
KN-M
0.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W07 ****
WIND+90
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
31
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WIND VELOCITY ************
22.800 M/SEC
WIND DIRECTION ***********
90.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 7
,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
145
TIME 11:07:08
SEA PAGE
146
TIME 11:07:08
SEA PAGE
147
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W07 ******
WIND+90
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W07 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
0.000
0.000
0.000
204.697
1232.449
0.000
0.000
0.000
0.000
-28949.521
-164149.875
0.000
-0.002
0.000
0.000
4866.479
28802.330
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
1437.146
0.000
0.000
0.000
-193099.438
0.000
-0.002
0.000
33668.809
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W09 ****
WIND+120
WIND VELOCITY ************
WIND DIRECTION ***********
22.800 M/SEC
120.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 9
,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W09 ******
WIND+120
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W09 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-102.345
-278.478
0.000
177.273
924.059
0.000
0.000
0.000
0.000
-25071.002
-123075.414
0.000
-14474.140
-37121.176
0.000
5773.427
24675.230
0.000
SEASTATE GENERATED
USER INPUT
-380.823
0.000
1101.332
0.000
0.000
0.000
-148146.406
0.000
-51595.316
0.000
30448.654
0.000
****** LOAD CASE FACTORS ******
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
32
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
148
TIME 11:07:08
SEA PAGE
149
TIME 11:07:08
SEA PAGE
150
TIME 11:07:08
SEA PAGE
151
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W11 ****
WIND+150
WIND VELOCITY ************
WIND DIRECTION ***********
22.800 M/SEC
150.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 11 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W11 ******
WIND+150
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W11 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-177.266
-835.436
0.000
102.349
308.112
0.000
0.000
0.000
0.000
-14474.753
-41037.465
0.000
-25069.990
-111363.641
0.000
5133.395
16440.508
0.000
SEASTATE GENERATED
USER INPUT
-1012.702
0.000
410.461
0.000
0.000
0.000
-55512.215
0.000
-136433.625
0.000
21573.902
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W13 ****
WIND+180
WIND VELOCITY ************
WIND DIRECTION ***********
22.800 M/SEC
180.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 13 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
Report No. BTSO-9-334-01 (Rev. 0)
DATE 08-APR-2013
PAGE
33
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W13 ******
WIND+180
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W13 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-204.690
-1113.914
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.003
0.000
0.000
-28948.322
-148484.688
0.000
3117.863
12319.885
0.000
SEASTATE GENERATED
USER INPUT
-1318.603
0.000
0.000
0.000
0.000
0.000
0.003
0.000
-177433.000
0.000
15437.751
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
152
TIME 11:07:08
SEA PAGE
153
SEA PAGE
154
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W15 ****
WIND+210
WIND VELOCITY ************
WIND DIRECTION ***********
22.800 M/SEC
210.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 15 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W15 ******
WIND+210
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W15 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-177.266
-835.436
0.000
-102.349
-308.072
0.000
0.000
0.000
0.000
14474.758
41032.059
0.000
-25069.990
-111363.633
0.000
266.915
2040.289
0.000
SEASTATE GENERATED
USER INPUT
-1012.702
0.000
-410.420
0.000
0.000
0.000
55506.812
0.000
-136433.609
0.000
2307.204
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W17 ****
WIND+240
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
34
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WIND VELOCITY ************
WIND DIRECTION ***********
22.800 M/SEC
240.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 17 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
155
TIME 11:07:08
SEA PAGE
156
TIME 11:07:08
SEA PAGE
157
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W17 ******
WIND+240
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W17 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-102.345
-278.478
0.000
-177.273
-924.235
0.000
0.000
0.000
0.000
25071.012
123098.867
0.000
-14474.125
-37121.164
0.000
-2655.562
-18519.402
0.000
SEASTATE GENERATED
USER INPUT
-380.823
0.000
-1101.508
0.000
0.000
0.000
148169.859
0.000
-51595.285
0.000
-21174.965
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
WIND VELOCITY ************
WIND DIRECTION ***********
W19 ****
22.800 M/SEC
270.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 19 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W19 ******
WIND
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W19 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
0.000
0.000
0.000
-204.697
-1232.286
0.000
0.000
0.000
0.000
28949.521
164128.219
0.000
0.006
0.000
0.000
-4866.479
-28798.531
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
-1436.984
0.000
0.000
0.000
193077.766
0.000
0.006
0.000
-33665.012
0.000
****** LOAD CASE FACTORS ******
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
35
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
**** INCLUDED WEIGHT DATA FOR LOAD CASE COGX ****
WEIGHT GRUP ID ********* COG
**** ACCELERATIONS FOR LOAD CASE COGX ****
TRANSLATION ACCELERATIONS
X DIRECTION *********
-1.000 G'S
Y DIRECTION *********
0.000 G'S
Z DIRECTION *********
0.000 G'S
ROTATIONAL ACCELERATIONS
X DIRECTION *********
0.000 RAD/SEC**2
Y DIRECTION *********
0.000 RAD/SEC**2
Z DIRECTION *********
0.000 RAD/SEC**2
ROTATIONAL VELOCITIES
X DIRECTION *********
0.000 RAD/SEC
Y DIRECTION *********
0.000 RAD/SEC
Z DIRECTION *********
0.000 RAD/SEC
**** ROLL CENTER LOCATION FOR LOAD CASE COGX ****
CENTER ID ***********
X LOCATION **********
0.000 M
Y LOCATION **********
0.000 M
Z LOCATION **********
0.000 M
**** STRUCTURAL WEIGHT INCLUDED ... NO
**** ADDED MASS INCLUDED .......... NO
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
158
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE COGX ******
INERTIA
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGX ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
1000.000
0.000
SUM FZ
KN
0.000
0.000
0.000
0.000
SUM MX
KN-M
0.000
0.000
SUM MY
KN-M
SUM MZ
KN-M
124808.000
0.000
-10399.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
**** INCLUDED WEIGHT DATA FOR LOAD CASE COGY ****
WEIGHT GRUP ID ********* COG
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
36
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
**** ACCELERATIONS FOR LOAD CASE COGY ****
TRANSLATION ACCELERATIONS
X DIRECTION *********
0.000 G'S
Y DIRECTION *********
-1.000 G'S
Z DIRECTION *********
0.000 G'S
ROTATIONAL ACCELERATIONS
X DIRECTION *********
0.000 RAD/SEC**2
Y DIRECTION *********
0.000 RAD/SEC**2
Z DIRECTION *********
0.000 RAD/SEC**2
ROTATIONAL VELOCITIES
X DIRECTION *********
0.000 RAD/SEC
Y DIRECTION *********
0.000 RAD/SEC
Z DIRECTION *********
0.000 RAD/SEC
**** ROLL CENTER LOCATION FOR LOAD CASE COGY ****
CENTER ID ***********
X LOCATION **********
0.000 M
Y LOCATION **********
0.000 M
Z LOCATION **********
0.000 M
**** STRUCTURAL WEIGHT INCLUDED ... NO
**** ADDED MASS INCLUDED .......... NO
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
159
SEA PAGE
160
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE COGY ******
INERTIA
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGY ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
1000.000
0.000
0.000
0.000
SUM MX
KN-M
SUM MY
KN-M
-124808.000
0.000
0.000
0.000
SUM MZ
KN-M
23774.002
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** DEAD LOAD DESCRIPTION FOR LOAD CASE LGWT ****
GRAVITY IN -Z DIRECTION
WATER DEPTH ***********
MUDLINE ELEVATION *****
WATER DENSITY *********
Report No. BTSO-9-334-01 (Rev. 0)
99.50 M
0.00 M
1.030 TONNE/M**3
PAGE
37
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
BUOYANCY BY MARINE METHOD
INCLUDE BUOYANCY BELOW MUDLINE..YES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
161
TIME 11:07:08
SEA PAGE
162
TIME 11:07:08
SEA PAGE
163
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE LGWT ******
DEAD
****** SUMMARY OF SEASTATE GENERATED DEAD AND BUOYANCY LOADS ******
WATER DEPTH =
99.500 M.
ELEMENT WEIGHT =
MARINE GROWTH WEIGHT =
37122.621 KN
638.423 KN
TOTAL DEAD WEIGHT
CENTER OF GRAVITY -X-Y-Z-
=
=
=
=
37761.199
23.774
15.232
82.583
ELEMENT BUOYANCY =
MARINE GROWTH BUOYANCY =
TOTAL BUOYANCY LOAD (DISPLACEMENT)
CENTER OF BUOYANCY -X-Y-Z-
KN
M.
M.
M.
5729.513 KN
597.296 KN
=
=
=
=
6326.803
23.774
15.232
41.818
KN
M.
M.
M.
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE LGWT ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
-31434.270
0.000
SUM MY
KN-M
-478821.281
0.000
747326.938
0.000
SUM MZ
KN-M
0.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.048
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S07S ****
STORM+MS+90
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.800
1.200
1.300
1.500
90.000
90.000
90.000
90.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S07S ****
STORM+MS+90
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
38
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
WAVE LENGTH ************
ANGLE FROM X TOWARD Y **
MUDLINE ELEVATION ******
WAVE CELERITY **********
12.124 SECS
233.019 M
90.000 DEGREES
0.000 M
19.219 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
1
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
164
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+90
LOAD
CONDITION
CREST POSITION
M
DEG
LOAD
MUDLINE
ELEVATION
MAXIMUM MOMENT
ABOUT MUDLINE
0.00
0.00
235919.391 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
0.00
0.00
3432.288 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
129.45
200.00
9425.302 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
122.98
190.00
139.912 KN
0.00 M
MAXIMUM FORCE
UPWARD
187.71
290.00
892.227 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
51.78
80.00
-963.698 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
165
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S07S ******
STORM+MS+90
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S07S ******
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
39
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
(MOMENTS ABOUT MUDLINE AT ELEVATION
SUM FX
KN
SUM FY
KN
0.00 M.
SUM FZ
KN
)
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
3432.475
0.000
160.455
0.000
-235909.000
0.000
-3814.662
0.000
81603.758
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
166
TIME 11:07:08
SEA PAGE
167
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S09S ****
STORM+MS+120
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.800
1.200
1.300
1.500
120.000
120.000
120.000
120.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S09S ****
STORM+MS+120
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.124 SECS
WAVE LENGTH ************
233.019 M
ANGLE FROM X TOWARD Y **
120.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
MAX. NO. SEG/MEMBER ****
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
0.000 M
19.219 M /SEC
10
1
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
NO. STEPS **************
0.000 M
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
40
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
168
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+120
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
233.02
360.00
237309.250 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
226.55
350.00
3451.769 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
110.04
170.00
7885.489 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
103.56
160.00
110.272 KN
0.00 M
MAXIMUM FORCE
UPWARD
181.24
280.00
862.163 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
45.31
70.00
-973.407 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
169
SEA PAGE
170
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S09S ******
STORM+MS+120
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S09S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-1728.408
0.000
2988.156
0.000
3.323
0.000
-204661.141
0.000
-119267.688
0.000
87998.883
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S11S ****
STORM+MS+150
MUDLINE ELEVATION ***
Report No. BTSO-9-334-01 (Rev. 0)
0.00 M
PAGE
41
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
0.800
1.200
1.300
1.500
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
150.000
150.000
150.000
150.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
171
TIME 11:07:08
SEA PAGE
172
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S11S ****
STORM+MS+150
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.124 SECS
WAVE LENGTH ************
233.019 M
ANGLE FROM X TOWARD Y **
150.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
19.219 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+150
LOAD
CONDITION
CREST POSITION
M
DEG
LOAD
MUDLINE
ELEVATION
MAXIMUM MOMENT
ABOUT MUDLINE
220.07
340.00
236035.734 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
220.07
340.00
3443.392 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
90.62
140.00
3832.694 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
90.62
140.00
64.736 KN
0.00 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
42
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
MAXIMUM FORCE
UPWARD
168.29
260.00
895.133 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
25.89
40.00
-1005.884 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
173
TIME 11:07:08
SEA PAGE
174
TIME 11:07:08
SEA PAGE
175
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S11S ******
STORM+MS+150
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S11S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-2982.290
0.000
1721.926
0.000
-172.135
0.000
-120526.945
0.000
-202978.734
0.000
86366.688
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S13S ****
STORM+MS+180
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.800
1.200
1.300
1.500
180.000
180.000
180.000
180.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S13S ****
STORM+MS+180
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
43
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WAVE PERIOD ************
12.124 SECS
WAVE LENGTH ************
233.019 M
ANGLE FROM X TOWARD Y **
180.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
19.219 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
1
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
176
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+180
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
200.65
310.00
244190.875 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
207.13
320.00
3526.398 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
77.67
120.00
6273.861 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
77.67
120.00
87.306 KN
0.00 M
MAXIMUM FORCE
UPWARD
155.35
240.00
895.618 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
19.42
30.00
-1012.629 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
177
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S13S ******
STORM+MS+180
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S13S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
Report No. BTSO-9-334-01 (Rev. 0)
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
PAGE
44
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-3526.620
0.000
10.132
0.000
-168.349
0.000
-3852.005
0.000
-241414.828
0.000
62906.805
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
178
TIME 11:07:08
SEA PAGE
179
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S15S ****
STORM+MS+210
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.800
1.200
1.300
1.500
210.000
210.000
210.000
210.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S15S ****
STORM+MS+210
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.124 SECS
WAVE LENGTH ************
233.019 M
ANGLE FROM X TOWARD Y **
210.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
19.219 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
NO. STEPS **************
0.000 M
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
45
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
180
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+210
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
187.71
290.00
249784.562 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
194.18
300.00
3523.374 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
71.20
110.00
9855.125 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
77.67
120.00
117.190 KN
0.00 M
MAXIMUM FORCE
UPWARD
142.40
220.00
910.468 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
12.95
20.00
-1003.335 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
181
SEA PAGE
182
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S15S ******
STORM+MS+210
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S15S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-3051.495
0.000
-1761.884
0.000
26.546
0.000
122107.508
0.000
-214417.125
0.000
4629.154
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S17S ****
STORM+MS+240
MUDLINE ELEVATION ***
Report No. BTSO-9-334-01 (Rev. 0)
0.00 M
PAGE
46
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
0.800
1.200
1.300
1.500
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
240.000
240.000
240.000
240.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
183
TIME 11:07:08
SEA PAGE
184
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S17S ****
STORM+MS+240
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.124 SECS
WAVE LENGTH ************
233.019 M
ANGLE FROM X TOWARD Y **
240.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
19.219 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+240
LOAD
CONDITION
CREST POSITION
M
DEG
LOAD
MUDLINE
ELEVATION
MAXIMUM MOMENT
ABOUT MUDLINE
200.65
310.00
235536.500 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
207.13
320.00
3446.158 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
71.20
110.00
7853.711 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
77.67
120.00
Report No. BTSO-9-334-01 (Rev. 0)
102.284 KN
0.00 M
PAGE
47
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
MAXIMUM FORCE
UPWARD
155.35
240.00
861.052 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
19.42
30.00
-971.244 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
185
TIME 11:07:08
SEA PAGE
186
TIME 11:07:08
SEA PAGE
187
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S17S ******
STORM+MS+240
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S17S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-1714.310
0.000
-2989.784
0.000
-197.551
0.000
202466.688
0.000
-113763.562
0.000
-54617.902
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S19S ****
STORM+MS+270
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.800
1.200
1.300
1.500
270.000
270.000
270.000
270.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S19S ****
STORM+MS+270
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
11.300 M
WATER DEPTH ************
99.500 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
48
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WAVE PERIOD ************
12.124 SECS
WAVE LENGTH ************
233.019 M
ANGLE FROM X TOWARD Y **
270.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
19.219 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
1
11.300 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
6.473 M
CREST WATER DEPTH ******
105.62 M
TROUGH WATER DEPTH *****
94.30 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
188
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+270
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
213.60
330.00
227870.438 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
213.60
330.00
3363.521 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
84.15
130.00
5352.112 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
90.62
140.00
82.307 KN
0.00 M
MAXIMUM FORCE
UPWARD
161.82
250.00
859.735 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
25.89
40.00
-970.621 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
189
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S19S ******
STORM+MS+270
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S19S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
Report No. BTSO-9-334-01 (Rev. 0)
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
PAGE
49
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
-3363.861
0.000
-26.169
0.000
227902.500
0.000
622.166
0.000
-79972.578
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
190
TIME 11:07:08
SEA PAGE
191
TIME 11:07:08
SEA PAGE
192
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE PMAX ******
USER GENERATED LOADS
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE PMAX ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
0.000
-163362.000
SUM MY
KN-M
0.000
-1698782.750
SUM MZ
KN-M
0.000
3883768.500
0.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
** SEASTATE BASIC LOAD CASE DESCRIPTIONS **
LOAD
CASE
LOAD
LABEL
********** DESCRIPTION ***********
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
CAN
W07
W09
W11
W13
W15
W17
W19
COGX
COGY
LGWT
S07S
S09S
S11S
S13S
S15S
S17S
S19S
PMAX
USER GENERATED LOADS
WIND+90
WIND+120
WIND+150
WIND+180
WIND+210
WIND+240
WIND
INERTIA
INERTIA
DEAD
STORM+MS+90
STORM+MS+120
STORM+MS+150
STORM+MS+180
STORM+MS+210
STORM+MS+240
STORM+MS+270
USER GENERATED LOADS
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
LOAD
CASE
1
2
3
4
5
6
7
8
9
10
11
12
LOAD
LABEL
CAN
W07
W09
W11
W13
W15
W17
W19
COGX
COGY
LGWT
S07S
FX
****** SEASTATE BASIC LOAD CASE SUMMARY ******
RELATIVE TO MUDLINE ELEVATION
FY
FZ
MX
MY
(KN)
(KN)
(KN)
0.00
0.00
-380.82
-1012.70
-1318.60
-1012.70
-380.82
0.00
1000.00
0.00
0.00
0.00
0.00
1437.15
1101.33
410.46
0.00
-410.42
-1101.51
-1436.98
0.00
1000.00
0.00
3432.48
-10197.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-31434.27
160.45
Report No. BTSO-9-334-01 (Rev. 0)
(KN-M)
-153607.1
-193099.4
-148146.4
-55512.2
0.0
55506.8
148169.8
193077.8
0.0
-124808.0
-478821.2
-235909.0
(KN-M)
242435.4
0.0
-51595.3
-136433.6
-177433.0
-136433.6
-51595.3
0.0
124808.0
0.0
747326.9
-3814.7
MZ
(KN-M)
0.0
33668.8
30448.7
21573.9
15437.8
2307.2
-21175.0
-33665.0
-10399.0
23774.0
0.0
81603.8
DEAD LOAD
(KN)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
37761.20
0.00
BUOYANCY
(KN)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6326.80
0.00
PAGE
50
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
13
14
15
16
17
18
19
S09S
S11S
S13S
S15S
S17S
S19S
PMAX
-1728.41
-2982.29
-3526.62
-3051.50
-1714.31
0.00
0.00
2988.16
1721.93
10.13
-1761.88
-2989.78
-3363.86
0.00
3.32
-172.14
-168.35
26.55
-197.55
-26.17
-163362.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
-204661.1
-120526.9
-3852.0
122107.5
202466.7
227902.5
-1698782.6
-119267.7
-202978.7
-241414.8
-214417.1
-113763.6
622.2
3883768.2
87998.9
86366.7
62906.8
4629.2
-54617.9
-79972.6
0.0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
193
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
***** SEASTATE COMBINED LOAD CASES *****
COMBINED
LOAD LABEL
CASE
20
BASIC
LABEL
DESCRIPTION
100.00
100.00
WIND+90
STORM+MS+90
FX
(KN)
FY
(KN)
E7
1.0
W07
S07S
21
PERCENT
*
MY
(KN-M)
MZ
(KN-M)
0.000
160.455
-193099.422
-235908.984
-0.002
-3814.662
33668.809
81603.750
TOTAL
0.000
4869.622
160.455
-429008.406
-3814.664
115272.562
E9
1.0
100.00
100.00
*
W09 + 1.0
* S09S
WIND+120
STORM+MS+120
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W09
S09S
-380.823
-1728.408
1101.332
2988.156
0.000
3.323
-148146.391
-204661.125
-51595.312
-119267.672
30448.652
87998.883
TOTAL
-2109.231
4089.488
3.323
-352807.500
-170862.984
118447.531
W11
S11S
100.00
100.00
E11
1.0
*
W11 + 1.0
* S11S
WIND+150
STORM+MS+150
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W11
S11S
-1012.702
-2982.290
410.461
1721.926
0.000
-172.135
-55512.207
-120526.938
-136433.625
-202978.719
21573.900
86366.680
TOTAL
-3994.993
2132.387
-172.135
-176039.141
-339412.344
107940.578
W13
S13S
100.00
100.00
E13
1.0
*
W13 + 1.0
* S13S
WIND+180
STORM+MS+180
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W13
S13S
-1318.603
-3526.620
0.000
10.132
0.000
-168.349
0.003
-3852.005
-177432.984
-241414.812
15437.750
62906.797
TOTAL
-4845.223
10.132
-168.349
-3852.002
-418847.812
78344.547
W15
S15S
100.00
100.00
E15
1.0
*
W15 + 1.0
* S15S
WIND+210
STORM+MS+210
FX
(KN)
25
MX
(KN-M)
1437.146
3432.475
FX
(KN)
24
FZ
(KN)
0.000
0.000
FX
(KN)
23
* S07S
W07
S07S
W09
S09S
22
W07 + 1.0
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W15
S15S
-1012.702
-3051.495
-410.420
-1761.884
0.000
26.546
55506.809
122107.500
-136433.594
-214417.109
2307.204
4629.154
TOTAL
-4064.197
-2172.305
26.546
177614.312
-350850.688
6936.357
E17
1.0
W17
S17S
100.00
100.00
*
W17 + 1.0
* S17S
WIND+240
STORM+MS+240
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W17
S17S
-380.823
-1714.310
-1101.508
-2989.784
0.000
-197.551
148169.844
202466.672
-51595.281
-113763.555
-21174.963
-54617.898
TOTAL
-2095.133
-4091.292
-197.551
350636.500
-165358.844
-75792.859
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
51
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
26
E19
1.0
W19
S19S
100.00
100.00
*
FX
(KN)
27
FY
(KN)
0.006
622.166
-33665.008
-79972.570
TOTAL
0.000
-4800.845
-26.169
420980.250
622.172
-113637.578
DX7
0.001 * COGX + 1.143 * COGY
0.10
114.30
INERTIA
INERTIA
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
1.000
0.000
0.000
1143.000
0.000
0.000
0.000
-142655.531
124.808
0.000
-10.399
27173.682
TOTAL
1.000
1143.000
0.000
-142655.531
124.808
27163.283
DX9
-0.56 * COGX + 0.995 * COGY
-55.90
99.50
INERTIA
INERTIA
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-559.000
0.000
0.000
995.000
0.000
0.000
0.000
-124183.953
-69767.672
0.000
5813.041
23655.131
TOTAL
-559.000
995.000
0.000
-124183.953
-69767.672
29468.170
DX11
-1.06 * COGX + 0.52
-105.90
52.00
* COGY
INERTIA
INERTIA
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-1059.000
0.000
0.000
520.000
0.000
0.000
0.000
-64900.152
-132171.672
0.000
11012.540
12362.479
TOTAL
-1059.000
520.000
0.000
-64900.152
-132171.672
23375.020
DX13
-1.25 * COGX + -0.06 * COGY
COGX
COGY
-125.10
-5.80
INERTIA
INERTIA
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-1251.000
0.000
0.000
-58.000
0.000
0.000
0.000
7238.863
-156134.797
0.000
13009.148
-1378.892
TOTAL
-1251.000
-58.000
0.000
7238.864
-156134.797
11630.257
DX15
-1.03 * COGX + -0.62 * COGY
COGX
COGY
-102.70
-61.80
INERTIA
INERTIA
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-1027.000
0.000
0.000
-618.000
0.000
0.000
0.000
77131.336
-128177.805
0.000
10679.771
-14692.331
TOTAL
-1027.000
-618.000
0.000
77131.336
-128177.805
-4012.560
DX17
-0.57 * COGX + -1.12 * COGY
COGX
COGY
-56.60
-112.00
INERTIA
INERTIA
FX
(KN)
33
MZ
(KN-M)
193077.750
227902.484
COGX
COGY
32
MY
(KN-M)
0.000
-26.169
FX
(KN)
31
MX
(KN-M)
-1436.984
-3363.862
COGX
COGY
30
FZ
(KN)
0.000
0.000
FX
(KN)
29
* S19S
W19
S19S
COGX
COGY
28
W19 + 1.0
WIND
STORM+MS+270
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-566.000
0.000
0.000
-1120.000
0.000
0.000
0.000
139784.953
-70641.320
0.000
5885.833
-26626.881
TOTAL
-566.000
-1120.000
0.000
139784.953
-70641.320
-20741.047
DX19
0.002 * COGX + -1.31 * COGY
COGX
COGY
0.20
-130.80
INERTIA
INERTIA
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
52
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
FX
(KN)
34
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
2.000
0.000
0.000
-1308.000
0.000
0.000
0.000
163248.844
249.616
0.000
-20.798
-31096.391
TOTAL
2.000
-1308.000
0.000
163248.844
249.616
-31117.189
MSS2
1.0
PMAX
LGWT
CAN
100.00
100.00
100.00
* PMAX + 1.0
* LGWT + 1.0
*
CAN
USER GENERATED LOADS
DEAD
USER GENERATED LOADS
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
PMAX
LGWT
CAN
0.000
0.000
0.000
0.000
0.000
0.000
-163362.000 -1698782.625
-31434.270 -478821.250
-10197.501 -153607.109
3883768.250
747326.875
242435.359
0.000
0.000
0.000
TOTAL
0.000
0.000
-204993.766 -2331211.000
4873530.500
0.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
194
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
***** SEASTATE COMBINED LOAD CASES *****
COMBINED
LOAD LABEL
CASE
35
BASIC
LABEL
PERCENT
PX7
DESCRIPTION
1.0
MSS2
E7
DX7
100.00
115.00
115.00
FY
(KN)
FZ
(KN)
*
DX7
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
0.000
0.000
1.150
0.000
5600.065
1314.450
-204993.766 -2331211.000
184.523 -493359.656
0.000 -164053.859
4873530.500
-4386.864
143.529
0.000
132563.438
31237.775
TOTAL
1.150
6914.515
-204809.250 -2988624.500
4869287.000
163801.219
PX9
1.0
100.00
115.00
115.00
* MSS2 + 1.15
*
E9 + 1.15
1.0
* PMAX + 1.0
* LGWT + 1.0
1.0
* W09 + 1.0
* S09S
-0.56 * COGX + 0.995 * COGY
FX
(KN)
FY
(KN)
FZ
(KN)
*
DX9
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E9
DX9
0.000
-2425.616
-642.850
0.000
4702.911
1144.250
-204993.766 -2331211.000
3.821 -405728.625
0.000 -142811.547
4873530.500
-196492.422
-80232.820
0.000
136214.656
33888.395
TOTAL
-3068.466
5847.161
-204989.938 -2879751.000
4596805.000
170103.047
PX11
1.0
MSS2
E11
DX11
100.00
115.00
115.00
* MSS2 + 1.15
1.0
* PMAX + 1.0
1.0
* W11 + 1.0
-1.06 * COGX + 0.52
FX
(KN)
38
E7 + 1.15
MSS2
E7
DX7
MSS2
E9
DX9
37
*
1.0
* PMAX + 1.0
* LGWT + 1.0
1.0
* W07 + 1.0
* S07S
0.001 * COGX + 1.143 * COGY
FX
(KN)
36
* MSS2 + 1.15
FY
(KN)
*
E11 + 1.15
* LGWT + 1.0
* S11S
* COGY
FZ
(KN)
* DX11
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E11
DX11
0.000
-4594.242
-1217.850
0.000
2452.245
598.000
-204993.766 -2331211.000
-197.956 -202445.000
0.000
-74635.172
4873530.500
-390324.188
-151997.422
0.000
124131.664
26881.271
TOTAL
-5812.092
3050.245
-205191.719 -2608291.250
4331209.000
151012.938
MSS2
E13
DX13
100.00
115.00
115.00
PX13
1.0
* MSS2 + 1.15
*
E13 + 1.15
1.0
* PMAX + 1.0
* LGWT + 1.0
1.0
* W13 + 1.0
* S13S
-1.25 * COGX + -0.06 * COGY
FX
(KN)
FY
(KN)
FZ
(KN)
* DX13
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E13
DX13
0.000
-5572.006
-1438.650
0.000
11.652
-66.700
-204993.766 -2331211.000
-193.601
-4429.802
0.000
8324.693
4873530.500
-481674.969
-179555.016
0.000
90096.227
13374.795
TOTAL
-7010.656
-55.048
-205187.359 -2327316.000
4212300.500
103471.023
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
53
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
39
PX15
1.0
MSS2
E15
DX15
100.00
115.00
115.00
* MSS2 + 1.15
FY
(KN)
FZ
(KN)
* DX15
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E15
DX15
0.000
-4673.827
-1181.050
0.000
-2498.150
-710.700
-204993.766 -2331211.000
30.528
204256.453
0.000
88701.031
4873530.500
-403478.281
-147404.469
0.000
7976.811
-4614.444
TOTAL
-5854.876
-3208.850
-204963.234 -2038253.500
4322647.500
3362.367
MSS2
E17
DX17
100.00
115.00
115.00
PX17
1.0
* MSS2 + 1.15
*
E17 + 1.15
1.0
* PMAX + 1.0
* LGWT + 1.0
1.0
* W17 + 1.0
* S17S
-0.57 * COGX + -1.12 * COGY
FX
(KN)
41
E15 + 1.15
1.0
* PMAX + 1.0
* LGWT + 1.0
1.0
* W15 + 1.0
* S15S
-1.03 * COGX + -0.62 * COGY
FX
(KN)
40
*
FY
(KN)
FZ
(KN)
* DX17
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E17
DX17
0.000
-2409.403
-650.900
0.000
-4704.986
-1288.000
-204993.766 -2331211.000
-227.183
403231.969
0.000
160752.688
4873530.500
-190162.672
-81237.516
0.000
-87161.789
-23852.203
TOTAL
-3060.303
-5992.986
-205220.953 -1767226.250
4602130.500
-111013.992
MSS2
E19
DX19
100.00
115.00
115.00
PX19
1.0
* MSS2 + 1.15
*
E19 + 1.15
1.0
* PMAX + 1.0
* LGWT + 1.0
1.0
* W19 + 1.0
* S19S
0.002 * COGX + -1.31 * COGY
FX
(KN)
FY
(KN)
FZ
(KN)
* DX19
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E19
DX19
0.000
0.001
2.300
0.000
-5520.972
-1504.200
-204993.766 -2331211.000
-30.094
484127.281
0.000
187736.172
4873530.500
715.498
287.058
0.000
-130683.211
-35784.766
TOTAL
2.301
-7025.172
-205023.859 -1659347.625
4874533.000
-166467.984
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
SEA PAGE
195
SEA PAGE
196
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
LOAD
CASE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
LOAD
LABEL
E7
E9
E11
E13
E15
E17
E19
DX7
DX9
DX11
DX13
DX15
DX17
DX19
MSS2
PX7
PX9
PX11
PX13
PX15
PX17
PX19
FX
***** SEASTATE COMBINED LOAD CASE SUMMARY *****
RELATIVE TO MUDLINE ELEVATION
FY
FZ
MX
MY
(KN)
(KN)
0.00
-2109.23
-3994.99
-4845.22
-4064.20
-2095.13
0.00
1.00
-559.00
-1059.00
-1251.00
-1027.00
-566.00
2.00
0.00
1.15
-3068.47
-5812.09
-7010.66
-5854.88
-3060.30
2.30
4869.62
4089.49
2132.39
10.13
-2172.30
-4091.29
-4800.85
1143.00
995.00
520.00
-58.00
-618.00
-1120.00
-1308.00
0.00
6914.52
5847.16
3050.24
-55.05
-3208.85
-5992.99
-7025.17
(KN)
(KN-M)
160.45
3.32
-172.14
-168.35
26.55
-197.55
-26.17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-204993.77
-204809.25
-204989.94
-205191.72
-205187.36
-204963.23
-205220.95
-205023.86
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
-429008.4
-352807.5
-176039.1
-3852.0
177614.3
350636.5
420980.2
-142655.5
-124184.0
-64900.2
7238.9
77131.3
139785.0
163248.8
-2331211.0
-2988624.5
-2879751.0
-2608291.2
-2327316.0
-2038253.5
-1767226.2
-1659347.6
(KN-M)
-3814.7
-170863.0
-339412.3
-418847.8
-350850.7
-165358.8
622.2
124.8
-69767.7
-132171.7
-156134.8
-128177.8
-70641.3
249.6
4873530.5
4869287.0
4596805.0
4331209.0
4212300.5
4322647.5
4602130.5
4874533.0
MZ
(KN-M)
115272.6
118447.5
107940.6
78344.5
6936.4
-75792.9
-113637.6
27163.3
29468.2
23375.0
11630.3
-4012.6
-20741.0
-31117.2
0.0
163801.2
170103.0
151012.9
103471.0
3362.4
-111014.0
-166468.0
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 08-APR-2013
TIME 11:07:08
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
LOAD
CASE
1
2
3
LOAD
LABEL
CAN
W07
W09
************* SEASTATE LOAD CASE CENTER REPORT *************
RELATIVE TO STRUCTURAL ORIGIN
********* Y - DIRECTION *********
********* Z - DIRECTION *********
FORCE
X
Y
Z
FORCE
X
Y
Z
(KN)
(M)
(M)
(M)
(KN)
(M)
(M)
(M)
********* X - DIRECTION *********
FORCE
X
Y
Z
(KN)
(M)
(M)
(M)
0.00
COUPLE
-380.82
0.00
23.14
0.00
12.38
Report No. BTSO-9-334-01 (Rev. 0)
0.01
135.49
0.00
1437.15
1101.33
23.43
23.37
11.55
11.62
134.37
134.52
-10197.50
COUPLE
COUPLE
23.77
0.00
0.00
15.06
0.01
0.01
-0.55
0.03
0.02
PAGE
54
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
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
W11
W13
W15
W17
W19
COGX
COGY
LGWT
S07S
S09S
S11S
S13S
S15S
S17S
S19S
PMAX
E7
E9
E11
E13
E15
E17
E19
DX7
DX9
DX11
DX13
DX15
DX17
DX19
MSS2
PX7
PX9
PX11
PX13
PX15
PX17
PX19
-1012.70
-1318.60
-1012.70
-380.82
COUPLE
1000.00
0.00
0.00
COUPLE
-1728.41
-2982.29
-3526.62
-3051.50
-1714.31
COUPLE
0.00
COUPLE
-2109.23
-3994.99
-4845.22
-4064.20
-2095.13
COUPLE
1.00
-559.00
-1059.00
-1251.00
-1027.00
-566.00
2.00
0.00
COUPLE
-3068.47
-5812.09
-7010.66
-5854.88
-3060.30
COUPLE
23.37
23.43
23.51
23.81
0.00
23.77
11.92
11.82
11.92
12.38
0.00
12.75
134.73
134.56
134.73
135.49
0.01
117.63
0.11
21.65
20.71
23.09
27.21
25.89
0.11
0.05
13.11
17.08
18.02
17.31
12.78
0.06
0.33
73.23
73.38
73.68
73.91
73.56
0.33
0.10
21.92
21.38
23.19
26.29
25.51
0.10
0.05
12.98
15.77
16.33
15.97
12.71
0.06
0.31
84.47
88.93
90.25
89.06
84.82
0.31
23.77
23.77
23.77
23.77
23.77
12.75
12.75
12.75
12.75
12.75
117.63
117.63
117.63
117.63
117.63
0.10
22.31
21.88
23.31
25.78
25.14
0.10
0.05
12.93
15.14
15.60
15.32
12.72
0.06
0.32
91.42
94.94
95.87
94.82
91.80
0.31
Report No. BTSO-9-334-01 (Rev. 0)
410.46
COUPLE
-410.42
-1101.51
-1436.98
COUPLE
1000.00
0.00
3432.48
2988.16
1721.93
COUPLE
-1761.88
-2989.78
-3363.86
0.00
4869.62
4089.49
2132.39
COUPLE
-2172.30
-4091.29
-4800.85
1143.00
995.00
520.00
-58.00
-618.00
-1120.00
-1308.00
0.00
6914.52
5847.16
3050.24
COUPLE
-3208.85
-5992.99
-7025.17
23.16
0.00
23.78
23.50
23.43
0.11
23.77
11.92
0.00
11.92
11.62
11.55
0.02
15.01
135.25
0.00
135.25
134.52
134.37
0.52
117.63
23.77
21.87
20.58
0.11
27.35
25.60
23.77
9.44
12.58
16.86
0.08
17.07
12.31
12.31
73.75
73.35
73.38
0.32
73.91
73.54
72.98
23.67
22.27
21.08
0.10
26.68
25.03
23.67
23.78
22.45
18.99
74.47
27.68
24.96
23.77
10.06
12.32
15.91
0.08
16.10
12.12
12.08
15.01
15.01
15.01
15.01
15.01
15.01
15.01
91.64
89.82
85.29
0.31
85.50
89.96
91.36
117.63
117.63
117.63
117.63
117.63
117.63
117.63
23.69
22.31
20.67
0.10
26.90
25.02
23.69
11.00
12.85
15.73
0.09
15.86
12.74
12.71
96.58
95.26
91.63
0.27
92.61
95.90
96.98
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
-31434.27
160.45
COUPLE
-172.14
-168.35
COUPLE
-197.55
COUPLE
-163362.00
160.45
COUPLE
-172.14
-168.35
COUPLE
-197.55
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
-204993.77
-204809.25
-204989.94
-205191.72
-205187.36
-204963.23
-205220.95
-205023.86
0.00
0.00
0.00
0.00
0.00
0.11
0.11
23.77
23.77
0.12
92.10
109.39
0.09
62.48
0.11
23.77
23.77
0.12
92.11
109.41
0.09
62.49
0.10
0.11
0.11
0.11
0.11
0.11
0.11
0.11
23.77
23.77
23.79
23.80
23.80
23.80
23.79
23.77
0.00
0.00
0.00
0.01
0.01
0.02
0.11
15.23
107.45
0.08
-33.83
18.64
0.06
88.04
0.08
10.40
107.47
0.08
-33.84
18.64
0.06
88.05
0.08
0.11
0.25
-0.04
0.03
0.05
0.08
0.11
11.37
11.33
11.33
11.35
11.38
11.39
11.41
11.42
0.01
0.01
0.01
0.02
0.03
0.52
0.52
90.79
85.89
0.35
69.74
71.90
0.35
73.18
0.35
117.63
85.89
0.34
69.74
71.90
0.34
73.18
0.34
0.52
0.52
0.52
0.52
0.52
0.52
0.52
107.63
107.65
107.62
107.59
107.60
107.63
107.59
107.62
PAGE
55
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Interpretive Input – Storm Survival Condition
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
138
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
ITEM
NO.
1
GROUP
ID
WEIGHT
KN
WEIGHT
ID
COG
1000.0 LTSHIP
************ NON-STRUCTURAL WEIGHT DATA ************
**** COORDINATES ****
X
Y
Z
******** DISTRIBUTION JOINTS *********
M
M
M
1ST 2ND 3RD 4TH 5TH 6TH 7TH 8TH
23.8
15.2
125.1
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
1216 1296 1218 1298 1200 1280 1197 1277
WEIGHT FACTORS
X
Y
Z
DENSITY
MT/M**3
1.00 1.00 1.00
0.000
VOLUME
M **3
0.00
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
139
TIME 16:59:35
SEA PAGE
140
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
WEIGHT GROUP
NO.
ID
1
COG
********************* ADDITIONAL WEIGHT SUMMARY *********************
TOTAL
*** CENTER OF GRAVITY *** ***** DIRECTIONAL WEIGHTS *****
WEIGHT
X
Y
Z
X
Y
Z
KN
M
M
M
KN
KN
KN
1000.00
23.77
15.23
125.08
1000.00
1000.00
1000.00
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** SEASTATE AREA DESCRIPTION ******
GROUP
LABEL
CB
CB
CB
7
9
9
11
11
13
15
15
17
17
19
GROUP
LOADING
TYPE
FLUID-DRAG
FLUID-DRAG
FLUID-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
WIND-DRAG
* PROJECTED AREAS ***** AREA OR VOLUME ****
OR VOLUMES
CENTROID
(M.**2) OR (M.**3)
(M.)
AX
AY
AZ
X
Y
Z
106.0
106.0
106.0
0.0
1353.4
0.0
2344.2
0.0
2706.9
2344.2
0.0
1353.4
0.0
0.0
106.0
106.0
106.0
******
0.0
******
0.0
******
0.0
0.0
1515.8
0.0
2625.5
3031.6
254.0
254.0
254.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.0
47.5
23.8
23.3
23.3
23.3
23.3
23.3
23.3
23.3
23.3
23.3
23.3
23.3
0.0
0.0
45.7
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
SHAPE
COEFF
-6.1
-6.1
-6.1
132.4
132.5
132.4
132.5
132.4
132.5
132.5
132.4
132.5
132.4
132.4
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
AREA
TYPE
B
B
B
F
F
F
F
F
F
F
F
F
F
F
****** DISTRIBUTION JOINTS ******
J1
J2
J3
J4
J5
J6
J7
PORT
STBD
BOW
1204
1193
1193
1295
1295
1295
1215
1215
1215
1215
1204
1193
1176
1176
1326
1326
1300
1295
1295
1295
1295
1252
1176
1178
1178
1284
1284
1326
1300
1300
1300
1300
1215
1178
1273
1273
1273
1273
1305
1326
1326
1326
1326
1295
1273
1284
1284
1174
1174
1284
1305
1305
1305
1305
1326
1284
1193
1193
1273
1284 1273
1284 1273
1284
1284
1284
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
141
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
******
SEASTATE
PARAMETERS
******
JOINTS ................... 1605
MEMBERS .................. 3227
SECTION PROPERTIES ....... 1982
GROUPS ...................
218
PLATES ...................
531
PLATE GROUPS .............
14
PLATE STIFFENERS .........
7
BASIC LOAD CONDITIONS ....
19
COMBINED LOAD CONDITIONS .
22
NO. WIND SHIELD ZONES ....
1
***** WIND SHIELD ZONE 1 *****
TOP ............
132.40 M
BOTTOM .........
112.90 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
56
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
142
TIME 16:59:35
SEA PAGE
143
TIME 16:59:35
SEA PAGE
144
TIME 16:59:35
SEA PAGE
145
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
** USER SUPPLIED LOAD CASE DESCRIPTIONS **
LOAD CASE
DESCRIPTION
W07
W09
W11
W13
W15
W17
S07S
S09S
S11S
S13S
S15S
S17S
S19S
WIND+90
WIND+120
WIND+150
WIND+180
WIND+210
WIND+240
STORM+MS+90
STORM+MS+120
STORM+MS+150
STORM+MS+180
STORM+MS+210
STORM+MS+240
STORM+MS+270
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
CAN ******
USER GENERATED LOADS
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE CAN ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
0.000
-10197.501
SUM MY
KN-M
0.000
-153607.125
0.000
242435.375
SUM MZ
KN-M
0.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W07 ****
WIND+90
WIND VELOCITY ************
24.900 M/SEC
WIND DIRECTION ***********
90.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 7
,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W07 ******
WIND+90
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W07 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
Report No. BTSO-9-334-01 (Rev. 0)
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
PAGE
57
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
MEMBER WIND
AREA WIND
PLATE WIND
0.000
0.000
0.000
244.141
1462.708
0.000
0.000
0.000
0.000
-34527.961
-193618.688
0.000
-0.003
0.000
0.000
5804.222
34095.727
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
1706.849
0.000
0.000
0.000
-228146.609
0.000
-0.003
0.000
39899.949
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
146
TIME 16:59:35
SEA PAGE
147
SEA PAGE
148
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W09 ****
WIND+120
WIND VELOCITY ************
WIND DIRECTION ***********
24.900 M/SEC
120.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 9
,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W09 ******
WIND+120
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W09 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-122.066
-326.714
0.000
211.433
1096.702
0.000
0.000
0.000
0.000
-29902.012
-145170.375
0.000
-17263.264
-43289.598
0.000
6885.941
32686.475
0.000
SEASTATE GENERATED
USER INPUT
-448.780
0.000
1308.134
0.000
0.000
0.000
-175072.406
0.000
-60552.852
0.000
39572.406
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W11 ****
WIND+150
WIND VELOCITY ************
WIND DIRECTION ***********
24.900 M/SEC
150.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 11 ,
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
58
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
149
TIME 16:59:35
SEA PAGE
150
TIME 16:59:35
SEA PAGE
151
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W11 ******
WIND+150
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W11 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-211.424
-980.159
0.000
122.071
365.677
0.000
0.000
0.000
0.000
-17263.947
-48404.664
0.000
-29900.830
-129871.109
0.000
6122.568
29891.404
0.000
SEASTATE GENERATED
USER INPUT
-1191.583
0.000
487.748
0.000
0.000
0.000
-65668.594
0.000
-159771.938
0.000
36013.973
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W13 ****
WIND+180
WIND VELOCITY ************
WIND DIRECTION ***********
24.900 M/SEC
180.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 13 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W13 ******
WIND+180
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W13 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-244.132
-1306.904
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.003
0.000
0.000
-34526.438
-173164.750
0.000
3718.668
28490.502
0.000
SEASTATE GENERATED
USER INPUT
-1551.035
0.000
0.000
0.000
0.000
0.000
0.003
0.000
-207691.172
0.000
32209.164
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
59
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
152
TIME 16:59:35
SEA PAGE
153
TIME 16:59:35
SEA PAGE
154
TIME 16:59:35
SEA PAGE
155
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W15 ****
WIND+210
WIND VELOCITY ************
WIND DIRECTION ***********
24.900 M/SEC
210.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 15 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W15 ******
WIND+210
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W15 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-211.424
-980.159
0.000
-122.071
-365.629
0.000
0.000
0.000
0.000
17263.953
48398.293
0.000
-29900.824
-129871.109
0.000
318.347
12844.663
0.000
SEASTATE GENERATED
USER INPUT
-1191.583
0.000
-487.700
0.000
0.000
0.000
65662.219
0.000
-159771.938
0.000
13163.011
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
W17 ****
WIND+240
WIND VELOCITY ************
WIND DIRECTION ***********
24.900 M/SEC
240.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 17 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W17 ******
WIND+240
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
60
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W17 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
-122.066
-326.714
0.000
-211.433
-1096.911
0.000
0.000
0.000
0.000
29902.020
145198.047
0.000
-17263.250
-43289.586
0.000
-3167.266
-18446.621
0.000
SEASTATE GENERATED
USER INPUT
-448.780
0.000
-1308.343
0.000
0.000
0.000
175100.094
0.000
-60552.844
0.000
-21613.895
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
156
TIME 16:59:35
SEA PAGE
157
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WIND DESCRIPTION FOR LOAD CASE
WIND VELOCITY ************
W19 ****
24.900 M/SEC
WIND DIRECTION ***********
270.000 DEGREES
WATER DEPTH **************
99.500 M
REFERENCE HEIGHT *********
10.000 M
VARIATION EXPONENT ******* 1/10
INCLUDED AREA IDS , 19 ,
WIND VARIATION WITH HEIGHT ACCORDING TO API RULES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE
W19 ******
WIND
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE W19 ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
MEMBER WIND
AREA WIND
PLATE WIND
0.000
0.000
0.000
-244.141
-1462.515
0.000
0.000
0.000
0.000
34527.961
193593.156
0.000
0.007
0.000
0.000
-5804.223
-34091.230
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
-1706.656
0.000
0.000
0.000
228121.078
0.000
0.007
0.000
-39895.449
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
**** INCLUDED WEIGHT DATA FOR LOAD CASE COGX ****
WEIGHT GRUP ID ********* COG
**** ACCELERATIONS FOR LOAD CASE COGX ****
TRANSLATION ACCELERATIONS
X DIRECTION *********
-1.000 G'S
Y DIRECTION *********
0.000 G'S
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
61
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Z DIRECTION *********
0.000 G'S
ROTATIONAL ACCELERATIONS
X DIRECTION *********
0.000 RAD/SEC**2
Y DIRECTION *********
0.000 RAD/SEC**2
Z DIRECTION *********
0.000 RAD/SEC**2
ROTATIONAL VELOCITIES
X DIRECTION *********
0.000 RAD/SEC
Y DIRECTION *********
0.000 RAD/SEC
Z DIRECTION *********
0.000 RAD/SEC
**** ROLL CENTER LOCATION FOR LOAD CASE COGX ****
CENTER ID ***********
X LOCATION **********
0.000 M
Y LOCATION **********
0.000 M
Z LOCATION **********
0.000 M
**** STRUCTURAL WEIGHT INCLUDED ... NO
**** ADDED MASS INCLUDED .......... NO
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
158
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE COGX ******
INERTIA
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGX ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
1000.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
0.000
0.000
0.000
0.000
SUM MY
KN-M
SUM MZ
KN-M
125080.008
0.000
-15232.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
**** INCLUDED WEIGHT DATA FOR LOAD CASE COGY ****
WEIGHT GRUP ID ********* COG
**** ACCELERATIONS FOR LOAD CASE COGY ****
TRANSLATION ACCELERATIONS
X DIRECTION *********
0.000 G'S
Y DIRECTION *********
-1.000 G'S
Z DIRECTION *********
0.000 G'S
ROTATIONAL ACCELERATIONS
X DIRECTION *********
0.000 RAD/SEC**2
Y DIRECTION *********
0.000 RAD/SEC**2
Z DIRECTION *********
0.000 RAD/SEC**2
ROTATIONAL VELOCITIES
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
62
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
X DIRECTION *********
0.000 RAD/SEC
Y DIRECTION *********
0.000 RAD/SEC
Z DIRECTION *********
0.000 RAD/SEC
**** ROLL CENTER LOCATION FOR LOAD CASE COGY ****
CENTER ID ***********
X LOCATION **********
0.000 M
Y LOCATION **********
0.000 M
Z LOCATION **********
0.000 M
**** STRUCTURAL WEIGHT INCLUDED ... NO
**** ADDED MASS INCLUDED .......... NO
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
159
TIME 16:59:35
SEA PAGE
160
TIME 16:59:35
SEA PAGE
161
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE COGY ******
INERTIA
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGY ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
1000.000
0.000
0.000
0.000
SUM MX
KN-M
SUM MY
KN-M
-125080.000
0.000
SUM MZ
KN-M
0.000
0.000
23774.002
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** DEAD LOAD DESCRIPTION FOR LOAD CASE LGWT ****
GRAVITY IN -Z DIRECTION
WATER DEPTH ***********
MUDLINE ELEVATION *****
WATER DENSITY *********
99.50 M
0.00 M
1.030 TONNE/M**3
BUOYANCY BY MARINE METHOD
INCLUDE BUOYANCY BELOW MUDLINE..YES
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE LGWT ******
DEAD
****** SUMMARY OF SEASTATE GENERATED DEAD AND BUOYANCY LOADS ******
WATER DEPTH =
99.500 M.
ELEMENT WEIGHT =
MARINE GROWTH WEIGHT =
37122.621 KN
638.423 KN
TOTAL DEAD WEIGHT
CENTER OF GRAVITY -X-
Report No. BTSO-9-334-01 (Rev. 0)
=
=
37761.199 KN
23.774 M.
PAGE
63
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
-Y-Z-
=
=
15.232 M.
82.583 M.
ELEMENT BUOYANCY =
MARINE GROWTH BUOYANCY =
5729.513 KN
597.296 KN
TOTAL BUOYANCY LOAD (DISPLACEMENT)
CENTER OF BUOYANCY -X-Y-Z-
=
=
=
=
6326.803
23.774
15.232
41.818
KN
M.
M.
M.
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE LGWT ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
-31434.270
0.000
SUM MY
KN-M
-478821.281
0.000
747326.938
0.000
SUM MZ
KN-M
0.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.048
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
162
TIME 16:59:35
SEA PAGE
163
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S07S ****
STORM+MS+90
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.900
1.300
1.500
1.700
90.000
90.000
90.000
90.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S07S ****
STORM+MS+90
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
ANGLE FROM X TOWARD Y **
MUDLINE ELEVATION ******
WAVE CELERITY **********
MAX. NO. SEG/MEMBER ****
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
260.872 M
90.000 DEGREES
0.000 M
20.335 M /SEC
10
1
11.900 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
Report No. BTSO-9-334-01 (Rev. 0)
0.000 M
PAGE
64
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
164
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+90
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
7.25
10.00
318661.688 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
7.25
10.00
4615.555 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
144.93
200.00
8258.947 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
137.68
190.00
105.532 KN
0.00 M
MAXIMUM FORCE
UPWARD
210.15
290.00
1140.960 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
57.97
80.00
-1273.706 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
165
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S07S ******
STORM+MS+90
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S07S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
0.000
0.000
4615.919
0.000
-61.709
0.000
-318695.250
0.000
1467.050
0.000
109738.688
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
65
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
166
TIME 16:59:35
SEA PAGE
167
TIME 16:59:35
SEA PAGE
168
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S09S ****
STORM+MS+120
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
0.900
1.300
1.500
1.700
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
120.000
120.000
120.000
120.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S09S ****
STORM+MS+120
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
260.872 M
ANGLE FROM X TOWARD Y **
120.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
20.335 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.900 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+120
LOAD
CONDITION
MAXIMUM MOMENT
ABOUT MUDLINE
Report No. BTSO-9-334-01 (Rev. 0)
CREST POSITION
M
DEG
253.63
350.00
LOAD
320218.469 KN-M
MUDLINE
ELEVATION
0.00 M
PAGE
66
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
MAXIMUM SHEAR
AT MUDLINE
253.63
350.00
4653.844 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
123.19
170.00
6556.230 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
115.94
160.00
73.384 KN
0.00 M
MAXIMUM FORCE
UPWARD
210.15
290.00
1129.159 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
43.48
60.00
-1278.723 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
169
SEA PAGE
170
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S09S ******
STORM+MS+120
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S09S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-2337.179
0.000
4024.832
0.000
34.409
0.000
-276059.000
0.000
-162341.922
0.000
120903.180
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S11S ****
STORM+MS+150
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
0.00
49.75
74.62
99.50
Report No. BTSO-9-334-01 (Rev. 0)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.900
1.300
1.500
1.700
150.000
150.000
150.000
150.000
PAGE
67
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
171
TIME 16:59:35
SEA PAGE
172
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S11S ****
STORM+MS+150
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
260.872 M
ANGLE FROM X TOWARD Y **
150.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
20.335 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.900 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+150
LOAD
CONDITION
CREST POSITION
M
DEG
LOAD
MUDLINE
ELEVATION
MAXIMUM MOMENT
ABOUT MUDLINE
246.38
340.00
321332.281 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
246.38
340.00
4659.343 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
101.45
140.00
2582.095 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
101.45
140.00
29.677 KN
0.00 M
MAXIMUM FORCE
UPWARD
188.41
260.00
1169.798 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
36.23
50.00
-1302.186 KN
0.00 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
68
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
173
TIME 16:59:35
SEA PAGE
174
TIME 16:59:35
SEA PAGE
175
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S11S ******
STORM+MS+150
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S11S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-4035.283
0.000
2329.905
0.000
-125.140
0.000
-162072.578
0.000
-277498.188
0.000
116008.930
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S13S ****
STORM+MS+180
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.900
1.300
1.500
1.700
180.000
180.000
180.000
180.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S13S ****
STORM+MS+180
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
260.872 M
ANGLE FROM X TOWARD Y **
180.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
MAX. NO. SEG/MEMBER ****
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
Report No. BTSO-9-334-01 (Rev. 0)
0.000 M
20.335 M /SEC
10
1
11.900 SECS
PAGE
69
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WAVE SPREADING FACTOR **
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
176
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+180
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
224.64
310.00
330403.000 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
231.89
320.00
4736.189 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
86.96
120.00
4743.161 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
94.20
130.00
51.543 KN
0.00 M
MAXIMUM FORCE
UPWARD
181.16
250.00
1177.663 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
21.74
30.00
-1318.274 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
177
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S13S ******
STORM+MS+180
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S13S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-4736.540
0.000
14.781
0.000
-78.058
0.000
-2102.887
0.000
-327351.250
0.000
82197.734
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
70
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
178
TIME 16:59:35
SEA PAGE
179
TIME 16:59:35
SEA PAGE
180
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S15S ****
STORM+MS+210
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
0.900
1.300
1.500
1.700
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
210.000
210.000
210.000
210.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S15S ****
STORM+MS+210
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
260.872 M
ANGLE FROM X TOWARD Y **
210.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
20.335 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.900 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+210
LOAD
CONDITION
MAXIMUM MOMENT
ABOUT MUDLINE
Report No. BTSO-9-334-01 (Rev. 0)
CREST POSITION
M
DEG
217.39
300.00
LOAD
329777.156 KN-M
MUDLINE
ELEVATION
0.00 M
PAGE
71
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
MAXIMUM SHEAR
AT MUDLINE
224.64
310.00
4691.311 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
86.96
120.00
8520.726 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
86.96
120.00
82.614 KN
0.00 M
MAXIMUM FORCE
UPWARD
166.67
230.00
1159.595 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
14.49
20.00
-1316.273 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
181
SEA PAGE
182
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S15S ******
STORM+MS+210
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S15S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-4063.104
0.000
-2345.969
0.000
-39.726
0.000
160963.641
0.000
-282339.406
0.000
6014.875
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S17S ****
STORM+MS+240
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
0.00
49.75
74.62
99.50
Report No. BTSO-9-334-01 (Rev. 0)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.900
1.300
1.500
1.700
240.000
240.000
240.000
240.000
PAGE
72
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
183
TIME 16:59:35
SEA PAGE
184
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S17S ****
STORM+MS+240
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
260.872 M
ANGLE FROM X TOWARD Y **
240.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
0.000 M
20.335 M /SEC
MAX. NO. SEG/MEMBER ****
10
MIN. NO. SEG/MEMBER ****
1
UNMODIFIED WAVE PERIOD
WAVE SPREADING FACTOR **
11.900 SECS
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+240
LOAD
CONDITION
CREST POSITION
M
DEG
LOAD
MUDLINE
ELEVATION
MAXIMUM MOMENT
ABOUT MUDLINE
224.64
310.00
321078.156 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
231.89
320.00
4639.489 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
86.96
120.00
6136.960 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
94.20
130.00
67.386 KN
0.00 M
MAXIMUM FORCE
UPWARD
181.16
250.00
1137.223 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
21.74
30.00
-1281.046 KN
0.00 M
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
73
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
185
TIME 16:59:35
SEA PAGE
186
TIME 16:59:35
SEA PAGE
187
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S17S ******
STORM+MS+240
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S17S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
-2307.145
0.000
-4025.572
0.000
-112.128
0.000
274319.469
0.000
-157186.453
0.000
-70971.805
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** CURRENT DESCRIPTION FOR LOAD CASE S19S ****
STORM+MS+270
MUDLINE ELEVATION ***
0.00 M
SHIELDING FACTOR ****
0.93
CREST/TROUGH STRETCHING - CONSTANT
APPARENT WAVE PERIOD OPTION SELECTED
ELEVATION
ABOVE
MUDLINE
(M)
CURRENT
VELOCITY
DIRECTION
ANGLE
(M/SEC)
(DEGREES)
0.00
49.75
74.62
99.50
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
0.900
1.300
1.500
1.700
270.000
270.000
270.000
270.000
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
**** WAVE DESCRIPTION FOR LOAD CASE S19S ****
STORM+MS+270
WAVE THEORY ************ STOKES 5TH
WAVE HEIGHT ************
12.700 M
WATER DEPTH ************
99.500 M
WAVE PERIOD ************
12.829 SECS
WAVE LENGTH ************
260.872 M
ANGLE FROM X TOWARD Y **
270.000 DEGREES
MUDLINE ELEVATION ******
WAVE CELERITY **********
MAX. NO. SEG/MEMBER ****
MIN. NO. SEG/MEMBER ****
UNMODIFIED WAVE PERIOD
Report No. BTSO-9-334-01 (Rev. 0)
0.000 M
20.335 M /SEC
10
1
11.900 SECS
PAGE
74
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
WAVE SPREADING FACTOR **
0.860
CREST POSITION DETERMINED BY MAXIMUM SHEAR
STARTING CREST POSITION
0.000 M
NO. STEPS **************
36
STEP SIZE **************
7.246 M
CREST WATER DEPTH ******
106.38 M
TROUGH WATER DEPTH *****
93.68 M
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
188
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
********** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE **********
STORM+MS+270
LOAD
CONDITION
CREST POSITION
M
DEG
MUDLINE
ELEVATION
LOAD
MAXIMUM MOMENT
ABOUT MUDLINE
246.38
340.00
314303.125 KN-M
0.00 M
MAXIMUM SHEAR
AT MUDLINE
246.38
340.00
4596.698 KN
0.00 M
MINIMUM MOMENT
ABOUT MUDLINE
101.45
140.00
4336.854 KN-M
0.00 M
MINIMUM SHEAR
AT MUDLINE
101.45
140.00
43.567 KN
0.00 M
MAXIMUM FORCE
UPWARD
188.41
260.00
1133.713 KN
0.00 M
MAXIMUM FORCE
DOWNWARD
28.99
40.00
-1263.652 KN
0.00 M
****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM SHEAR
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
AT MUDLINE
******
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
189
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE S19S ******
STORM+MS+270
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE S19S ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SUM FY
KN
SUM FZ
KN
SUM MX
KN-M
SUM MY
KN-M
SUM MZ
KN-M
UNDERWATER DRAG AREA
PLATE HYDRODYNAMIC
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
SEASTATE GENERATED
USER INPUT
0.001
0.000
-4597.060
0.000
-187.261
0.000
314305.500
0.000
4451.989
0.000
-109290.492
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
75
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
190
TIME 16:59:35
SEA PAGE
191
TIME 16:59:35
SEA PAGE
192
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
****** RESULTS FOR LOAD CASE SMAX ******
USER GENERATED LOADS
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE SMAX ******
(MOMENTS ABOUT MUDLINE AT ELEVATION
0.00 M. )
SUM FX
KN
SEASTATE GENERATED
USER INPUT
SUM FY
KN
0.000
0.000
SUM FZ
KN
0.000
0.000
SUM MX
KN-M
0.000
-155799.000
SUM MY
KN-M
0.000
-2373113.250
SUM MZ
KN-M
0.000
3703965.750
0.000
0.000
****** LOAD CASE FACTORS ******
OVERALL LOAD CASE FACTOR
DEAD LOAD FACTOR
WAVE, WIND, AND CURRENT FACTOR
USER SUPPLIED LOAD FACTOR
BUOYANCY LOAD FACTOR
1.000
1.000
1.000
1.000
1.000
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
** SEASTATE BASIC LOAD CASE DESCRIPTIONS **
LOAD
CASE
LOAD
LABEL
********** DESCRIPTION ***********
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
CAN
W07
W09
W11
W13
W15
W17
W19
COGX
COGY
LGWT
S07S
S09S
S11S
S13S
S15S
S17S
S19S
SMAX
USER GENERATED LOADS
WIND+90
WIND+120
WIND+150
WIND+180
WIND+210
WIND+240
WIND
INERTIA
INERTIA
DEAD
STORM+MS+90
STORM+MS+120
STORM+MS+150
STORM+MS+180
STORM+MS+210
STORM+MS+240
STORM+MS+270
USER GENERATED LOADS
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
LOAD
CASE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
LOAD
LABEL
CAN
W07
W09
W11
W13
W15
W17
W19
COGX
COGY
LGWT
S07S
S09S
S11S
S13S
S15S
S17S
S19S
SMAX
FX
****** SEASTATE BASIC LOAD CASE SUMMARY ******
RELATIVE TO MUDLINE ELEVATION
FY
FZ
MX
MY
(KN)
(KN)
0.00
0.00
-448.78
-1191.58
-1551.04
-1191.58
-448.78
0.00
1000.00
0.00
0.00
0.00
-2337.18
-4035.28
-4736.54
-4063.10
-2307.15
0.00
0.00
0.00
1706.85
1308.13
487.75
0.00
-487.70
-1308.34
-1706.66
0.00
1000.00
0.00
4615.92
4024.83
2329.91
14.78
-2345.97
-4025.57
-4597.06
0.00
Report No. BTSO-9-334-01 (Rev. 0)
(KN)
-10197.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-31434.27
-61.71
34.41
-125.14
-78.06
-39.73
-112.13
-187.26
-155799.00
(KN-M)
-153607.1
-228146.6
-175072.4
-65668.6
0.0
65662.2
175100.1
228121.1
0.0
-125080.0
-478821.2
-318695.2
-276059.0
-162072.6
-2102.9
160963.6
274319.4
314305.5
-2373113.0
(KN-M)
242435.4
0.0
-60552.8
-159771.9
-207691.2
-159771.9
-60552.8
0.0
125080.0
0.0
747326.9
1467.0
-162341.9
-277498.2
-327351.2
-282339.4
-157186.4
4452.0
3703965.5
MZ
(KN-M)
0.0
39899.9
39572.4
36014.0
32209.2
13163.0
-21613.9
-39895.4
-15232.0
23774.0
0.0
109738.7
120903.2
116008.9
82197.7
6014.9
-70971.8
-109290.5
0.0
DEAD LOAD
(KN)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
37761.20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
BUOYANCY
(KN)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6326.80
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PAGE
76
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
193
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
***** SEASTATE COMBINED LOAD CASES *****
COMBINED
LOAD LABEL
CASE
20
BASIC
LABEL
DESCRIPTION
100.00
100.00
WIND+90
STORM+MS+90
FX
(KN)
FY
(KN)
E7
1.0
W07
S07S
21
PERCENT
*
MZ
(KN-M)
-228146.594
-318695.219
-0.003
1467.049
39899.945
109738.680
TOTAL
0.000
6322.769
-61.709
-546841.812
1467.047
149638.625
E9
1.0
100.00
100.00
*
W09 + 1.0
* S09S
WIND+120
STORM+MS+120
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W09
S09S
-448.780
-2337.179
1308.134
4024.832
0.000
34.409
-175072.391
-276059.000
-60552.844
-162341.906
39572.402
120903.172
TOTAL
-2785.958
5332.966
34.409
-451131.375
-222894.750
160475.578
*
* S11S
W11
S11S
100.00
100.00
E11
1.0
W11 + 1.0
WIND+150
STORM+MS+150
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W11
S11S
-1191.583
-4035.283
487.748
2329.905
0.000
-125.140
-65668.586
-162072.578
-159771.922
-277498.188
36013.969
116008.922
TOTAL
-5226.867
2817.653
-125.140
-227741.156
-437270.125
152022.891
E13
1.0
100.00
100.00
*
W13 + 1.0
* S13S
WIND+180
STORM+MS+180
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W13
S13S
-1551.035
-4736.540
0.000
14.781
0.000
-78.058
0.003
-2102.887
-207691.156
-327351.219
32209.160
82197.727
TOTAL
-6287.575
14.781
-78.058
-2102.883
-535042.375
114406.891
W15
S15S
100.00
100.00
E15
1.0
*
W15 + 1.0
* S15S
WIND+210
STORM+MS+210
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W15
S15S
-1191.583
-4063.104
-487.700
-2345.969
0.000
-39.726
65662.219
160963.625
-159771.922
-282339.375
13163.010
6014.875
TOTAL
-5254.688
-2833.669
-39.726
226625.844
-442111.312
19177.885
W17
S17S
100.00
100.00
E17
1.0
*
W17 + 1.0
* S17S
WIND+240
STORM+MS+240
FX
(KN)
26
MY
(KN-M)
0.000
-61.709
W13
S13S
25
MX
(KN-M)
1706.849
4615.919
FX
(KN)
24
FZ
(KN)
0.000
0.000
FX
(KN)
23
* S07S
W07
S07S
W09
S09S
22
W07 + 1.0
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
W17
S17S
-448.780
-2307.145
-1308.343
-4025.572
0.000
-112.128
175100.078
274319.438
-60552.840
-157186.438
-21613.893
-70971.797
TOTAL
-2755.925
-5333.916
-112.128
449419.500
-217739.281
-92585.688
W19
S19S
100.00
100.00
MX
MY
MZ
E19
1.0
*
W19 + 1.0
* S19S
WIND
STORM+MS+270
FX
Report No. BTSO-9-334-01 (Rev. 0)
FY
FZ
PAGE
77
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
(KN)
27
(KN)
0.000
-187.261
228121.062
314305.500
0.007
4451.989
-39895.445
-109290.484
TOTAL
0.001
-6303.716
-187.261
542426.562
4451.996
-149185.938
DX7
0.001 * COGX + 1.271 * COGY
0.10
127.10
INERTIA
INERTIA
FY
(KN)
0.000
-158976.672
125.080
0.000
-15.232
30216.754
TOTAL
1.000
1271.000
0.000
-158976.672
125.080
30201.523
DX9
-0.58 * COGX + 1.091 * COGY
-57.60
109.10
INERTIA
INERTIA
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-576.000
0.000
0.000
1091.000
0.000
0.000
0.000
-136462.266
-72046.078
0.000
8773.631
25937.434
TOTAL
-576.000
1091.000
0.000
-136462.266
-72046.078
34711.062
-1.08 * COGX + 0.59
* COGY
DX11
-108.40
59.00
INERTIA
INERTIA
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-1084.000
0.000
0.000
590.000
0.000
0.000
0.000
-73797.195
-135586.719
0.000
16511.486
14026.659
TOTAL
-1084.000
590.000
0.000
-73797.195
-135586.719
30538.146
DX13
-1.28 * COGX
-128.30
INERTIA
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
-1283.000
0.000
0.000
0.000
-160477.641
19542.654
TOTAL
-1283.000
0.000
0.000
0.000
-160477.641
19542.654
DX15
-1.07 * COGX + -0.58 * COGY
COGX
COGY
-107.30
-58.40
INERTIA
INERTIA
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-1073.000
0.000
0.000
-584.000
0.000
0.000
0.000
73046.711
-134210.828
0.000
16343.935
-13884.016
TOTAL
-1073.000
-584.000
0.000
73046.711
-134210.828
2459.919
DX17
-0.57 * COGX + -1.09 * COGY
COGX
COGY
-57.50
-109.10
INERTIA
INERTIA
FX
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
-575.000
0.000
0.000
-1091.000
0.000
0.000
0.000
136462.266
-71921.000
0.000
8758.399
-25937.434
TOTAL
-575.000
-1091.000
0.000
136462.266
-71921.000
-17179.033
DX19
0.001 * COGX + -1.32 * COGY
COGX
COGY
0.10
-132.20
INERTIA
INERTIA
FX
(KN)
MSS2
MZ
(KN-M)
0.000
0.000
COGX
34
MY
(KN-M)
0.000
1271.000
FX
(KN)
33
MX
(KN-M)
1.000
0.000
COGX
COGY
32
FZ
(KN)
COGX
COGY
FX
(KN)
31
(KN-M)
-1706.656
-4597.060
COGX
COGY
30
(KN-M)
0.000
0.001
FX
(KN)
29
(KN-M)
W19
S19S
COGX
COGY
28
(KN)
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
COGX
COGY
1.000
0.000
0.000
-1322.000
0.000
0.000
0.000
165355.750
125.080
0.000
-15.232
-31429.229
TOTAL
1.000
-1322.000
0.000
165355.750
125.080
-31444.461
1.0
Report No. BTSO-9-334-01 (Rev. 0)
* SMAX + 1.0
* LGWT + 1.0
*
CAN
PAGE
78
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
SMAX
LGWT
CAN
100.00
100.00
100.00
USER GENERATED LOADS
DEAD
USER GENERATED LOADS
FX
(KN)
35
FY
(KN)
FZ
(KN)
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
SMAX
LGWT
CAN
0.000
0.000
0.000
0.000
0.000
0.000
-155799.000 -2373113.000
-31434.270 -478821.250
-10197.501 -153607.109
3703965.500
747326.875
242435.359
0.000
0.000
0.000
TOTAL
0.000
0.000
-197430.766 -3005541.250
4693728.000
0.000
SX7
1.0
MSS2
E7
DX7
100.00
115.00
115.00
* MSS2 + 1.15
*
E7 + 1.15
1.0
* SMAX + 1.0
* LGWT + 1.0
1.0
* W07 + 1.0
* S07S
0.001 * COGX + 1.271 * COGY
FX
(KN)
FY
(KN)
FZ
(KN)
*
DX7
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E7
DX7
0.000
0.000
1.150
0.000
7271.184
1461.650
-197430.766 -3005541.250
-70.965 -628868.062
0.000 -182823.172
4693728.000
1687.104
143.842
0.000
172084.422
34731.750
TOTAL
1.150
8732.834
-197501.734 -3817232.500
4695559.000
206816.172
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
194
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
***** SEASTATE COMBINED LOAD CASES *****
COMBINED
LOAD LABEL
CASE
36
BASIC
LABEL
PERCENT
SX9
DESCRIPTION
1.0
MSS2
E9
DX9
100.00
115.00
115.00
FY
(KN)
FZ
(KN)
*
DX9
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
0.000
-3203.852
-662.400
0.000
6132.911
1254.650
-197430.766 -3005541.250
39.570 -518801.062
0.000 -156931.609
4693728.000
-256328.953
-82852.984
0.000
184546.906
39917.723
TOTAL
-3866.252
7387.561
-197391.203 -3681273.750
4354546.000
224464.625
MSS2
E11
DX11
100.00
115.00
115.00
SX11
1.0
* MSS2 + 1.15
1.0
* SMAX + 1.0
1.0
* W11 + 1.0
-1.08 * COGX + 0.59
FY
(KN)
*
E11 + 1.15
* LGWT + 1.0
* S11S
* COGY
FZ
(KN)
* DX11
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E11
DX11
0.000
-6010.896
-1246.600
0.000
3240.301
678.500
-197430.766 -3005541.250
-143.911 -261902.328
0.000
-84866.773
4693728.000
-502860.625
-155924.719
0.000
174826.328
35118.867
TOTAL
-7257.496
3918.801
-197574.672 -3352310.250
4034942.500
209945.203
MSS2
E13
DX13
100.00
115.00
115.00
SX13
1.0
* MSS2 + 1.15
1.0
* SMAX + 1.0
1.0
* W13 + 1.0
-1.28 * COGX
FX
(KN)
39
E9 + 1.15
MSS2
E9
DX9
FX
(KN)
38
*
1.0
* SMAX + 1.0
* LGWT + 1.0
1.0
* W09 + 1.0
* S09S
-0.58 * COGX + 1.091 * COGY
FX
(KN)
37
* MSS2 + 1.15
FY
(KN)
*
E13 + 1.15
* LGWT + 1.0
* S13S
FZ
(KN)
* DX13
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E13
DX13
0.000
-7230.711
-1475.450
0.000
16.998
0.000
-197430.766 -3005541.250
-89.767
-2418.316
0.000
0.000
4693728.000
-615298.688
-184549.281
0.000
131567.922
22474.053
TOTAL
-8706.161
16.998
-197520.531 -3007959.500
3893880.000
154041.969
MSS2
E15
DX15
100.00
115.00
115.00
SX15
1.0
FX
(KN)
MSS2
* MSS2 + 1.15
*
E15 + 1.15
1.0
* SMAX + 1.0
* LGWT + 1.0
1.0
* W15 + 1.0
* S15S
-1.07 * COGX + -0.58 * COGY
0.000
Report No. BTSO-9-334-01 (Rev. 0)
FY
(KN)
0.000
FZ
(KN)
* DX15
*
CAN
MX
(KN-M)
-197430.766 -3005541.250
MY
(KN-M)
4693728.000
MZ
(KN-M)
0.000
PAGE
79
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
40
E15
DX15
-6042.891
-1233.950
-3258.719
-671.600
TOTAL
-7276.840
-3930.319
MSS2
E17
DX17
100.00
115.00
115.00
SX17
1.0
260619.719
84003.719
-508428.000
-154342.453
22054.566
2828.906
-197476.453 -2660917.750
4030957.500
24883.473
* MSS2 + 1.15
*
E17 + 1.15
1.0
* SMAX + 1.0
* LGWT + 1.0
1.0
* W17 + 1.0
* S17S
-0.57 * COGX + -1.09 * COGY
FX
(KN)
41
-45.684
0.000
FY
(KN)
FZ
(KN)
* DX17
*
CAN
MX
(KN-M)
MY
(KN-M)
MZ
(KN-M)
MSS2
E17
DX17
0.000
-3169.313
-661.250
0.000
-6134.003
-1254.650
-197430.766 -3005541.250
-128.947
516832.406
0.000
156931.609
4693728.000
-250400.172
-82709.148
0.000
-106473.539
-19755.889
TOTAL
-3830.563
-7388.653
-197559.719 -2331777.250
4360619.000
-126229.430
MSS2
E19
DX19
100.00
115.00
115.00
MY
(KN-M)
MZ
(KN-M)
SX19
1.0
* MSS2 + 1.15
*
E19 + 1.15
1.0
* SMAX + 1.0
* LGWT + 1.0
1.0
* W19 + 1.0
* S19S
0.001 * COGX + -1.32 * COGY
FX
(KN)
FY
(KN)
FZ
(KN)
* DX19
*
CAN
MX
(KN-M)
MSS2
E19
DX19
0.000
0.001
1.150
0.000
-7249.273
-1520.300
-197430.766 -3005541.250
-215.351
623790.562
0.000
190159.109
4693728.000
5119.795
143.842
0.000
-171563.828
-36161.129
TOTAL
1.151
-8769.573
-197646.109 -2191591.750
4698992.000
-207724.953
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
SEA PAGE
195
SEA PAGE
196
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
LOAD
CASE
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
LOAD
LABEL
E7
E9
E11
E13
E15
E17
E19
DX7
DX9
DX11
DX13
DX15
DX17
DX19
MSS2
SX7
SX9
SX11
SX13
SX15
SX17
SX19
FX
***** SEASTATE COMBINED LOAD CASE SUMMARY *****
RELATIVE TO MUDLINE ELEVATION
FY
FZ
MX
MY
(KN)
(KN)
0.00
-2785.96
-5226.87
-6287.58
-5254.69
-2755.92
0.00
1.00
-576.00
-1084.00
-1283.00
-1073.00
-575.00
1.00
0.00
1.15
-3866.25
-7257.50
-8706.16
-7276.84
-3830.56
1.15
6322.77
5332.97
2817.65
14.78
-2833.67
-5333.92
-6303.72
1271.00
1091.00
590.00
0.00
-584.00
-1091.00
-1322.00
0.00
8732.83
7387.56
3918.80
17.00
-3930.32
-7388.65
-8769.57
(KN)
(KN-M)
-61.71
34.41
-125.14
-78.06
-39.73
-112.13
-187.26
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-197430.77
-197501.73
-197391.20
-197574.67
-197520.53
-197476.45
-197559.72
-197646.11
SACS Release 5.3 V8i
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
-546841.8
-451131.4
-227741.2
-2102.9
226625.8
449419.5
542426.6
-158976.7
-136462.3
-73797.2
0.0
73046.7
136462.3
165355.8
-3005541.2
-3817232.5
-3681273.8
-3352310.2
-3007959.5
-2660917.8
-2331777.2
-2191591.8
(KN-M)
1467.0
-222894.8
-437270.1
-535042.4
-442111.3
-217739.3
4452.0
125.1
-72046.1
-135586.7
-160477.6
-134210.8
-71921.0
125.1
4693728.0
4695559.0
4354546.0
4034942.5
3893880.0
4030957.5
4360619.0
4698992.0
MZ
(KN-M)
149638.6
160475.6
152022.9
114406.9
19177.9
-92585.7
-149185.9
30201.5
34711.1
30538.1
19542.7
2459.9
-17179.0
-31444.5
0.0
206816.2
224464.6
209945.2
154042.0
24883.5
-126229.4
-207725.0
.
SACS Release 5.3 V8i
.
ID=fGmZZqqqZ2xsd2hpd3F4ZmyjaWNklmtpbJenYW5rZX4=
*********** SACS IV SEASTATE PROGRAM ***********
DATE 04-APR-2013
TIME 16:59:35
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
LOAD
CASE
1
2
3
4
5
6
7
8
9
10
11
12
13
LOAD
LABEL
CAN
W07
W09
W11
W13
W15
W17
W19
COGX
COGY
LGWT
S07S
S09S
************* SEASTATE LOAD CASE CENTER REPORT *************
RELATIVE TO STRUCTURAL ORIGIN
********* Y - DIRECTION *********
********* Z - DIRECTION *********
FORCE
X
Y
Z
FORCE
X
Y
Z
(KN)
(M)
(M)
(M)
(KN)
(M)
(M)
(M)
********* X - DIRECTION *********
FORCE
X
Y
Z
(KN)
(M)
(M)
(M)
0.00
COUPLE
-448.78
-1191.58
-1551.04
-1191.58
-448.78
COUPLE
1000.00
0.00
0.00
COUPLE
-2337.18
0.00
23.10
23.32
23.38
23.47
23.78
0.00
23.77
0.00
20.21
20.76
20.88
20.76
20.21
0.00
15.12
0.01
134.93
134.09
133.91
134.09
134.93
0.01
117.63
0.11
22.18
0.06
13.13
0.33
73.05
Report No. BTSO-9-334-01 (Rev. 0)
0.00
1706.85
1308.13
487.75
COUPLE
-487.70
-1308.34
-1706.66
COUPLE
1000.00
0.00
4615.92
4024.83
23.38
23.32
23.11
0.00
23.74
23.45
23.38
0.11
23.77
20.76
20.62
19.98
0.00
19.98
20.62
20.76
0.02
15.01
133.67
133.84
134.64
0.00
134.64
133.84
133.67
0.52
117.63
23.77
22.41
11.75
12.64
73.15
72.99
-10197.50
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
-31434.27
-61.71
COUPLE
23.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.11
0.11
23.77
23.77
0.12
15.06
0.01
0.01
0.00
0.00
0.00
0.01
0.01
0.02
0.11
15.23
-307.07
0.08
-0.55
0.03
0.02
0.01
0.01
0.01
0.02
0.03
0.52
0.52
90.79
72.79
0.34
PAGE
80
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
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
S11S
S13S
S15S
S17S
S19S
SMAX
E7
E9
E11
E13
E15
E17
E19
DX7
DX9
DX11
DX13
DX15
DX17
DX19
MSS2
SX7
SX9
SX11
SX13
SX15
SX17
SX19
-4035.28
-4736.54
-4063.10
-2307.15
COUPLE
0.00
COUPLE
-2785.96
-5226.87
-6287.58
-5254.69
-2755.92
COUPLE
1.00
-576.00
-1084.00
-1283.00
-1073.00
-575.00
1.00
0.00
COUPLE
-3866.25
-7257.50
-8706.16
-7276.84
-3830.56
COUPLE
21.33
24.07
26.35
25.99
0.11
16.51
17.51
16.76
14.04
0.06
73.09
73.13
73.25
72.89
0.33
0.10
22.32
21.78
23.90
25.69
25.63
0.10
0.05
14.27
17.48
18.34
17.67
15.04
0.06
0.31
83.02
86.99
88.13
87.04
82.99
0.32
23.77
23.77
23.77
23.77
23.77
15.12
15.12
15.12
15.12
15.12
117.63
117.63
117.63
117.63
117.63
0.10
22.57
22.13
23.88
25.37
25.31
0.10
0.05
14.42
17.08
17.80
17.24
15.06
0.06
0.31
88.95
92.25
93.13
92.23
88.97
0.32
Report No. BTSO-9-334-01 (Rev. 0)
2329.91
COUPLE
-2345.97
-4025.57
-4597.06
0.00
6322.77
5332.97
2817.65
COUPLE
-2833.67
-5333.92
-6303.72
1271.00
1091.00
590.00
COUPLE
-584.00
-1091.00
-1322.00
0.00
8732.83
7387.56
3918.80
COUPLE
-3930.32
-7388.65
-8769.57
21.19
0.11
26.47
25.68
23.77
16.27
0.08
16.55
13.62
11.29
73.09
0.32
73.25
72.96
73.22
23.67
22.63
21.53
0.11
26.00
25.13
23.67
23.77
23.83
23.98
0.11
23.57
23.72
23.77
14.18
14.60
16.92
0.08
17.14
15.34
13.85
15.01
15.01
15.01
0.02
15.01
15.01
15.01
89.49
87.92
83.74
0.31
83.81
87.89
89.58
117.63
117.62
117.63
0.52
117.63
117.62
117.63
23.68
22.84
21.95
0.11
25.59
24.89
23.69
14.32
14.67
16.59
0.08
16.77
15.29
14.05
94.20
92.96
89.61
0.31
89.59
92.94
94.45
-125.14
-78.06
COUPLE
-112.13
-187.26
-155799.00
COUPLE
COUPLE
-125.14
-78.06
COUPLE
-112.13
-187.26
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
COUPLE
-197430.77
-197501.73
-197391.20
-197574.67
-197520.53
-197476.45
-197559.72
-197646.11
139.20
244.03
0.09
97.93
23.77
23.77
0.10
0.12
139.22
244.09
0.09
97.95
23.77
0.11
0.11
0.11
0.11
0.11
0.11
0.11
23.77
23.77
23.80
23.81
23.82
23.81
23.80
23.77
-65.59
11.14
0.06
172.75
118.98
15.23
0.08
0.07
-65.60
11.14
0.06
172.78
119.00
0.11
0.23
-0.05
0.02
0.05
0.08
0.11
15.22
15.16
15.17
15.19
15.22
15.26
15.28
15.28
60.10
63.57
0.34
66.55
65.94
117.63
0.34
0.34
60.09
63.57
0.34
66.55
65.94
0.52
0.52
0.52
0.52
0.52
0.52
0.52
107.25
107.24
107.25
107.21
107.23
107.24
107.22
107.20
PAGE
81
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Analysis Output
Normal Operating Condition
**Natural Period
SACS IV-FREQUENCIES AND GENERALIZED MASS
MODE
FREQ.(CPS)
GEN. MASS
EIGENVALUE
PERIOD(SECS)
1
0.107286
1.6986747E+04
2.2006627E+00
9.3208736
2
0.107494
1.6977392E+04
2.1921665E+00
9.3028636
3
0.804505
8.3065008E+03
3.9136550E-02
1.2430001
4
1.092021
5.4698820E+02
2.1241146E-02
0.9157330
5
1.095490
9.1064810E+02
2.1106860E-02
0.9128338
**Spudcan Reaction
DATE 9-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
TIME 14:45:52
REACTION FORCES AND MOMENTS
LOAD
JOINT COND
*************** kN ****************
FORCE(X)
FORCE(Y)
FORCE(Z)
************** kN-m
**************
MOMENT(X)
MOMENT(Y)
MOMENT(Z)
BOW
PX7
PX9
PX11
PX13
PX15
PX17
PX19
-0.691
993.883
1953.764
2361.693
1952.210
967.132
-0.598
-2256.391
-1961.321
-1064.868
11.122
1079.100
1940.998
2274.098
62029.008
60991.012
58473.766
55919.965
52916.789
50150.941
49047.277
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
PORT
PX7
PX9
PX11
PX13
PX15
PX17
PX19
-43.487
1015.900
1959.534
2333.806
1895.061
1024.601
-9.466
-2330.013
-1979.860
-1020.409
38.181
1050.041
2010.518
2375.849
71381.812
74532.625
78260.641
80541.523
80836.555
79851.086
77987.859
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
STBD
PX7
PX9
PX11
PX13
PX15
PX17
PX19
43.028
1058.685
1898.791
2315.151
2007.582
1068.565
7.764
-2328.104
-1905.968
-964.963
5.745
1079.708
2041.469
2375.218
71399.023
69466.938
68457.906
68726.430
71210.484
75219.523
77989.383
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
**Hull Sway
DATE 9-APR-2013 TIME 14:45:52
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
JOINT DISPLACEMENTS AND ROTATIONS
LOAD
JOINT COND
HCG
********
DEFL(X)
PX7
PX9
PX11
PX13
PX15
PX17
PX19
0.0049
-25.5280
-49.5863
-60.1810
-49.9695
-25.6696
0.0259
cm
**********
DEFL(Y)
DEFL(Z)
55.6238
46.0323
21.5713
-4.4960
-30.7212
-55.0167
-64.2226
*********** radians ***********
ROT(X)
ROT(Y)
ROT(Z)
-7.6178
-7.6310
-7.6444
-7.6113
-7.5877
-7.6006
-7.6013
0.0001
0.0002
0.0003
0.0005
0.0006
0.0007
0.0008
0.0000
-0.0001
-0.0003
-0.0003
-0.0003
-0.0001
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
**UC Check
DATE
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
SACS IV - * * * M E M B E R
GRUP CRITICAL LOAD
ID
MEMBER COND
MAX.
UNITY
CHECK
DIST
FROM
END
m
* APPLIED STRESSES *
AXIAL BEND-Y BEND-Z
N/mm2 N/mm2 N/mm2
G R O U P
S U M M A R Y
*** ALLOWABLE STRESSES ***
AXIAL EULER BEND-Y BEND-Z
N/mm2 N/mm2 N/mm2 N/mm2
CRIT
COND
9-APR-2013
TIME 14:45:52
* * *
EFFECTIVE
LENGTHS
KLY
KLZ
m
m
CM
* VALUES *
Y
Z
CH0 0329-0001 PX13
0.21
3.0
-102.35 -41.92
1.76
531.711860.37 393.14 918.26
CM+BN
3.0
3.0
1.00
1.00
CH1 0001-0004 PX13
0.30
0.0
-129.39 -72.64
-1.05
579.034127.16 931.50 931.50
CM+BN
2.9
2.9
1.00
1.00
CH2 0197-0200 PX19
0.50
4.3
-238.02 -46.22
0.01
532.801885.29 931.50 931.50
CM+BN
4.3
4.3
1.00
1.00
D1
0028-0030 PX13
0.33
7.3
-66.10 -40.46
3.11
248.49 296.94 679.23 679.23
C>.15A
7.3
7.3
0.85
0.85
H1
0005-0004 PX15
0.21
0.0
101.32 -15.49
-2.07
494.00 138.50 685.59 685.59
C>.15B
12.5
12.5
0.85
0.85
H2
0053-0055 PX13
0.04
0.0
-1.23
25.44
-0.29
442.001143.99 679.23 679.23
C>.15A
3.7
3.7
0.85
0.85
SB1 0175-0179 PX11
0.14
0.0
-10.28
-0.50
21.80
141.69 196.45 309.54 309.54
C>.15A
5.6
5.6
0.85
0.85
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
82
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Storm Survival Condition
**Natural Period
SACS IV-FREQUENCIES AND GENERALIZED MASS
MODE
FREQ.(CPS)
GEN. MASS
EIGENVALUE
PERIOD(SECS)
1
0.109961
1.6232214E+04
2.0949086E+00
9.0941565
2
0.110147
1.6293144E+04
2.0878398E+00
9.0788004
3
0.807084
1.0153101E+04
3.8886847E-02
1.2390284
4
1.093237
6.8595891E+02
2.1193947E-02
0.9147150
5
1.093516
9.0620954E+02
2.1183120E-02
0.9144813
**Spudcan Reaction
DATE 9-APR-2013
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
TIME 14:50:55
REACTION FORCES AND MOMENTS
LOAD
JOINT COND
*************** kN ****************
FORCE(X)
FORCE(Y)
FORCE(Z)
************** kN-m
**************
MOMENT(X)
MOMENT(Y)
MOMENT(Z)
BOW
SX7
SX9
SX11
SX13
SX15
SX17
SX19
-0.684
1251.972
2434.422
2934.495
2424.165
1228.888
-0.071
-2872.010
-2443.807
-1332.125
11.898
1344.079
2445.267
2838.079
73588.586
72256.469
69189.586
66029.547
62500.914
59128.625
57738.199
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
PORT
SX7
SX9
SX11
SX13
SX15
SX17
SX19
-30.418
1299.605
2459.024
2894.301
2390.574
1291.127
10.765
-2931.207
-2507.792
-1316.980
9.316
1284.904
2446.816
2966.531
61949.754
65643.789
70100.633
72841.812
73284.578
72041.703
69958.367
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
STBD
SX7
SX9
SX11
SX13
SX15
SX17
SX19
29.953
1314.678
2364.058
2877.337
2462.085
1310.542
-11.846
-2929.597
-2435.948
-1269.691
-38.211
1301.329
2496.555
2964.967
61963.996
59491.543
58285.070
58649.746
61691.547
66389.984
69950.141
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
**Hull Sway
DATE 9-APR-2013 TIME 14:50:55
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
JOINT DISPLACEMENTS AND ROTATIONS
LOAD
JOINT COND
HCG
********
DEFL(X)
SX7
SX9
SX11
SX13
SX15
SX17
SX19
0.0063
-31.5134
-60.6082
-73.1334
-60.8222
-31.3669
0.0175
cm
**********
DEFL(Y)
DEFL(Z)
73.6874
61.8263
32.0426
0.0041
-32.1663
-61.6942
-74.0375
*********** radians ***********
ROT(X)
ROT(Y)
ROT(Z)
-7.2249
-7.2252
-7.2377
-7.1968
-7.1791
-7.1825
-7.1971
-0.0004
-0.0003
-0.0002
0.0000
0.0002
0.0003
0.0004
0.0000
-0.0002
-0.0003
-0.0004
-0.0003
-0.0002
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
**UC Check
DATE
WEST TELESTO JACK-UP SITE SPECIFIC ANALYSIS - DNS LOCATION
SACS IV - * * * M E M B E R
GRUP CRITICAL LOAD
ID
MEMBER COND
CH0 1112-0784
MAX.
UNITY
CHECK
DIST
FROM
END
m
* APPLIED STRESSES *
AXIAL BEND-Y BEND-Z
N/mm2 N/mm2 N/mm2
G R O U P
S U M M A R Y
*** ALLOWABLE STRESSES ***
AXIAL EULER BEND-Y BEND-Z
N/mm2 N/mm2 N/mm2 N/mm2
CRIT
COND
9-APR-2013
TIME 14:50:55
* * *
EFFECTIVE
LENGTHS
KLY
KLZ
m
m
CM
* VALUES *
Y
Z
SX7
0.19
3.0
-93.26 -37.73
-3.73
531.711860.37 393.14 918.26
CM+BN
3.0
3.0
1.00
1.00
CH1 0001-0004 SX13
0.27
0.0
-117.76 -66.62
-1.27
579.034127.16 931.50 931.50
CM+BN
2.9
2.9
1.00
1.00
CH2 0197-0200 SX19
0.51
4.3
-245.69 -46.89
-0.02
532.801885.29 931.50 931.50
CM+BN
4.3
4.3
1.00
1.00
D1
0028-0030 SX13
0.39
7.3
-76.94 -43.61
2.73
248.49 296.94 679.23 679.23
C>.15A
7.3
7.3
0.85
0.85
H1
0786-0787
SX7
0.19
0.0
96.00 -15.06
2.67
494.00 138.48 685.59 685.59
C>.15B
12.5
12.5
0.85
0.85
H2
0053-0055 SX13
0.04
0.0
-1.48
-0.38
442.001143.99 679.23 679.23
C>.15A
3.7
3.7
0.85
0.85
SB1 0177-0178 SX19
0.17
0.0
-12.64
0.51 -26.36
141.66 196.35 309.54 309.54
C>.15A
5.6
5.6
0.85
0.85
Report No. BTSO-9-334-01 (Rev. 0)
28.06
PAGE
83
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Load Factor Calculation for Normal Operating Condition
DAF Calculation
*the calculation of DAF is based on the output of wave response.
Max. VL condition
s/n
Heading
Dynamic, Max
Static, Max
Fx
Fy
Fx
Fy
7
90
-0.21 2083.90
0.00 1085.39
9
120
-1086.97 1835.28
-527.87
902.46
11
150
-1885.58 1082.01
-902.57
520.56
13
180
-2200.05
15.34 -1082.95
7.40
15
210
-1867.05 -1070.80
-968.72
-558.88
17
240
-1057.15 -1850.55
-512.05
-896.91
19
270
0.21 -2100.61
-0.01
-996.41
Min. VL condition
s/n
Heading
7
9
11
13
15
17
19
90
120
150
180
210
240
270
Dynamic, Max
Fx
Fy
-0.13 1778.24
-925.86 1571.23
-1617.04
929.44
-1882.94
15.22
-1597.81
-917.56
-902.71 -1585.19
0.13 -1798.64
Static, Max
Fx
Fy
0.00 1084.57
-527.58
901.77
-902.07
520.15
-1082.33
7.39
-968.19
-558.50
-511.75
-896.25
-0.01
-995.67
P-∆ effect
(increase in overturning moment)
Max. VL condition
SACS unit load
1000 kN
s/n
Heading
Hull sway
leg load equivelent
X, [cm] Y, [cm]
P, [kN]
Fx
7
90
0.1058
50.333 163359.1 1.378722
9
120
-22.4579 40.9696 163359.1 -292.658
11
150
-44.096 18.4747 163359.1 -574.633
13
180
-54.0279
-4.4856 163359.1 -704.059
15
210
-45.0134
-27.895 163359.1 -586.588
17
240
-22.5271 -49.8098 163359.1
-293.56
19
270
0.1152 -58.1407 163359.1 1.501218
Min. VL condition
SACS unit load
s/n
Heading
7
9
11
13
15
17
19
90
120
150
180
210
240
270
1000 kN
Hull sway
X, [cm] Y, [cm]
0.0935 49.8661
-22.0393 40.6799
-43.2659 18.6112
-53.009
-3.9131
-44.166 -26.8776
-22.1074 -48.3768
0.1027 -56.5501
Report No. BTSO-9-334-01 (Rev. 0)
Static. Min
Fx
Fy
-0.01
-27.48
18.88
-10.17
-10.82
5.66
-19.52
10.05
-15.68
-8.13
3.97
-8.79
0.00
-2.40
DAF
Static. Min
Fx
Fy
-0.01
-27.53
18.84
-10.09
-10.88
5.63
-19.43
10.29
-15.52
-7.89
4.08
-8.67
0.00
-2.34
DAF
1.92
2.04
2.09
2.03
1.92
2.06
2.11
1.64
1.75
1.79
1.74
1.65
1.77
1.81
total [kN]
486.61
532.60
559.39
547.24
508.81
544.09
550.77
Fin
Fx
0.00
-266.30
-484.44
-547.24
-440.64
-272.04
0.00
Fy
486.61
461.25
279.69
0.00
-254.40
-471.20
-550.77
total [kN]
338.03
381.51
407.07
392.19
356.76
392.39
400.54
Fin
Fx
0.00
-190.76
-352.53
-392.19
-308.96
-196.20
0.00
Fy
338.03
330.40
203.53
0.00
-178.38
-339.82
-400.54
horz. load Total add horiz. load load factor
Fy
Fx
Fy
655.9096
1.38 1142.52
1
533.8914
-558.96
995.14
1
240.7513 -1059.08
520.45
1
-58.4537 -1251.30
-58.45
1
-363.511 -1027.23
-617.92
1
-649.092
-565.60 -1120.29
1
-757.655
1.50 -1308.43
1
leg load
equivelent load
P, [kN]
Fx
Fy
144886.8 1.080659 576.3447
144886.8 -254.727 470.172
144886.8 -500.061 215.1054
144886.8
-612.67
-45.227
144886.8 -510.464 -310.647
144886.8 -255.514 -559.132
144886.8 1.186991 -653.597
Total add load
load factor
Fx
Fy
1.08
914.38
1
-445.48
800.57
1
-852.59
418.64
1
-1004.86
-45.23
1
-819.42
-489.03
1
-451.71
-898.95
1
1.19 -1054.14
1
factor
x dir
y dir
0.001
1.143
-0.559
0.995
-1.059
0.520
-1.251
-0.058
-1.027
-0.618
-0.566
-1.120
0.002
-1.308
factor
x dir
y dir
0.001
0.914
-0.445
0.801
-0.853
0.419
-1.005
-0.045
-0.819
-0.489
-0.452
-0.899
0.001
-1.054
PAGE
84
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Load Factor Calculation for Storm Survival Condition
DAF Calculation
*the calculation of DAF is based on the output of wave response.
Max. VL condition
s/n
Heading
Dynamic, Max
Static, Max
Fx
Fy
Fx
Fy
7
90
-0.16 2253.73
0.01 1412.73
9
120
-1165.07 1978.99
-710.46 1216.15
11
150
-2019.80 1162.47 -1206.61
696.59
13
180
-2354.11
16.20 -1450.53
14.68
15
210
-2004.99 -1153.17 -1254.25
-724.08
17
240
-1140.75 -1993.60
-691.20 -1213.30
19
270
0.16 -2274.83
-0.01 -1339.75
Min. VL condition
s/n
Heading
7
9
11
13
15
17
19
90
120
150
180
210
240
270
Dynamic, Max
Fx
Fy
-0.11 2052.55
-1058.23 1805.00
-1840.01 1059.53
-2139.52
12.46
-1819.20 -1047.21
-1038.81 -1819.62
0.12 -2071.48
Static,
Fx
0.01
-710.09
-1206.02
-1449.79
-1253.62
-690.85
-0.01
Max
Fy
1412.07
1215.59
696.27
14.67
-723.74
-1212.71
-1339.12
P-∆ effect
(increase in overturning moment)
Max. VL condition
SACS unit load
1000 kN
s/n
Heading
Hull sway
leg load equivelent
X, [cm] Y, [cm]
P, [kN]
Fx
7
90
0.1024
69.509 155795.6 1.269877
9
120
-29.1544 57.9783 155795.6 -361.548
11
150
-56.493 29.7094 155795.6 -700.578
13
180
-68.5425
0.0063 155795.6 -850.005
15
210
-56.9041 -29.9421 155795.6 -705.676
17
240
-28.9939
-57.824 155795.6 -359.557
19
270
0.1144 -69.2045 155795.6 1.418691
Min. VL condition
SACS unit load
s/n
Heading
7
9
11
13
15
17
19
90
120
150
180
210
240
270
1000 kN
Hull sway
X, [cm] Y, [cm]
0.0925 68.4635
-28.7218 57.1057
-55.6483 29.2613
-67.5161
0.0055
-56.0532 -29.4916
-28.564 -56.9546
0.1042 -68.1644
Report No. BTSO-9-334-01 (Rev. 0)
Static. Min
Fx
Fy
-0.01
-37.07
14.19
-42.96
67.30
-38.73
59.32
8.03
22.60
12.72
17.17
56.28
0.00
11.08
DAF
Static. Min
Fx
Fy
-0.01
-37.19
14.13
-43.04
67.17
-38.66
59.36
8.11
22.72
12.78
17.08
56.14
0.00
10.98
DAF
1.60
1.63
1.67
1.62
1.60
1.64
1.70
1.45
1.49
1.52
1.48
1.45
1.50
1.55
total [kN]
409.47
429.74
442.48
433.14
424.61
431.29
463.67
Fin
Fx
0.00
-214.87
-383.20
-433.14
-367.72
-215.65
0.00
Fy
409.47
372.17
221.24
0.00
-212.31
-373.51
-463.67
total [kN]
311.81
331.26
345.01
330.60
319.91
335.08
363.18
Fin
Fx
0.00
-165.63
-298.79
-330.60
-277.05
-167.54
0.00
Fy
311.81
286.88
172.50
0.00
-159.95
-290.19
-363.18
horz. load Total add horiz. load load factor
Fy
Fx
Fy
861.991
1.27 1271.46
1
718.9972
-576.42 1091.16
1
368.4305 -1083.77
589.67
1
0.078127 -1283.14
0.08
1
-371.316 -1073.40
-583.62
1
-717.084
-575.20 -1090.59
1
-858.215
1.42 -1321.89
1
leg load
equivelent load
P, [kN]
Fx
Fy
141105.1 1.038941 768.9682
141105.1 -322.597 641.3997
141105.1
-625.03 328.657
141105.1 -758.327 0.061775
141105.1 -629.578 -331.244
141105.1 -320.825 -639.703
141105.1 1.170353 -765.609
Total add load
load factor
Fx
Fy
1.04 1080.77
1
-488.23
928.28
1
-923.82
501.16
1
-1088.92
0.06
1
-906.62
-491.20
1
-488.37
-929.89
1
1.17 -1128.79
1
factor
x dir
y dir
0.001
1.271
-0.576
1.091
-1.084
0.590
-1.283
0.000
-1.073
-0.584
-0.575
-1.091
0.001
-1.322
factor
x dir
y dir
0.001
1.081
-0.488
0.928
-0.924
0.501
-1.089
0.000
-0.907
-0.491
-0.488
-0.930
0.001
-1.129
PAGE
85
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
Overturning Check for Normal Operating Condition
Jackup Overturning Check
For pined case
Operation - pinned case
Minimum elevated weight
270˚
Jacket-up Dimension
A [m]
B [m]
45.696
47.548
3
COG
X [m]
Y [m]
0.000
11.609 *I/c leg
180˚
Y
a
2
c
1
b
X
90˚
Min. elev. weight
Leg i/c spud can weight
Leg buoyancy
Mudline to reaction point,
Loadcase
E7&DN7
E9&DN9
E11&DN11
E13&DN13
E15&DN15
E17&DN17
E19&DN19
leg 1
leg 2
leg 3
Heading Restoring
weight
[kN]
90
186530
120
186530
150
186530
180
186530
210
186530
240
186530
270
186530
Max. utilization check:
144886.83
48854.78
-7211.58
0.55
0.55
0.55
leg angle=
a=
b=
c=
kN
kN
kN
m
m
m
RM Arm
Xr
[m]
13.957
13.957
13.957
13.957
13.957
13.957
13.957
Yr
[m]
34.087
34.087
34.087
11.609
11.609
11.609
11.609
62.5
15.733
11.609
15.733
degree
m
m
m
Restoring Moment
P-delta &
RMx
RMy
IOMx
[kNm]
[kNm]
[kNm]
6265291.4 2603166.6 -114577
6282426.4 2562231.1 -100412
6323591.2 2522637.1
-52525
2158070.7 2504463.3 5641.15
2115235.0 2520958.1 61300.05
2075132.5 2562104.0 112696.9
2059886.9 2603149.4 132127.3
Inertial
Envir. Moment
IOMy
EOMx
EOMy
[kNm]
[kNm]
[kNm]
125.35 -431687
-3814.7
-55784.4 -355057 -172023
-106930 -177212 -341610
-125985 -3857.57 -421513
-102668 178809.1 -353086
-56661.8 352886.7 -166511
125.35 423620.7
622.2
Total OM for E and I
OMx
OMy
[kNm]
[kNm]
-546263.9
-3689.4
-455468.5 -227807.4
-229736.9 -448539.9
1783.6 -547497.4
240109.1 -455754.3
465583.6 -223172.9
555748.0
747.6
RM
factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
OM
factor
1.15
1.15
1.15
1.15
1.15
1.15
1.15
FOS
FOS
X
Y
9.47
582.88
11.39
9.29
22.74
4.65
999.54
3.78
7.28
4.57
3.68
9.48
3.06 2876.63
>1.0, OK! >1.0, OK!
0.33 Pass!
Overturning Check for Storm Survival Condition
Jackup Overturning Check
Storm - pinned case
Minimum elevated weight
270˚
Jacket-up Dimension
A [m]
B [m]
45.696
47.548
3
COG
X [m]
Y [m]
0.000
15.223 *I/c leg
180˚
Y
a
2
c
1
b
X
90˚
Min. elev. weight
Leg i/c spud can weight
Leg buoyancy
Mudline to reaction point,
Loadcase
E7&DN7
E9&DN9
E11&DN11
E13&DN13
E15&DN15
E17&DN17
E19&DN19
leg 1
leg 2
leg 3
Heading Restoring
weight
[kN]
90
182748.3
120
182748.3
150
182748.3
180
182748.3
210
182748.3
240
182748.3
270
182748.3
Max. utilization check:
141105.08
48854.78
-7211.58
0.55
0.55
0.55
leg angle=
a=
b=
c=
kN
kN
kN
m
m
m
RM Arm
Xr
[m]
12.477
12.477
12.477
12.477
12.477
12.477
12.477
Yr
[m]
30.473
30.473
30.473
15.223
15.223
15.223
15.223
62.5
14.06443
15.223
14.06443
degree
m
m
m
Restoring Moment
P-delta &
RMx
RMy
IOMx
[kNm]
[kNm]
[kNm]
5443772.7 2279953.1 -135806
5464528.9 2227633.6 -116585
5515414.1 2178425.9 -62940.7
2781966.7 2156737.6
0
2728081.4 2177685.9 61684.35
2677893.2 2227921.9 116835.9
2657407.5 2279931.7 141836.3
Inertial
Envir. Moment
IOMy
EOMx
EOMy
[kNm]
[kNm]
[kNm]
125.65 -550319
1467
-61307.4 -454065 -224427
-116082 -229291 -440145
-136811 -2111.03 -538501
-113946 228184.3 -445001
-61307.4 452353.2 -219255
125.65 545893.6
4452
Total OM for E and I
OMx
OMy
[kNm]
[kNm]
-686125.4
1592.7
-570649.1 -285734.5
-292231.6 -556227.0
-2111.0 -675311.6
289868.7 -558947.8
569189.1 -280562.5
687729.9
4577.7
RM
factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
OM
factor
1.15
1.15
1.15
1.15
1.15
1.15
1.15
FOS
FOS
X
Y
6.55 1182.58
7.91
6.44
15.59
3.24
1088.64
2.64
7.77
3.22
3.89
6.56
3.19
411.44
>1.0, OK! >1.0, OK!
0.38 Pass!
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
86
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
APPENDIX C – METOCEAN DATA
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
87
IN-PLACE STABILITY ANALYSIS
(NORMAL OPERATING AND STORM SURVIVAL)
METOCEAN DATA [REF. 5]
RESULT OF METOCEAN STUDY
METOCEAN AREA REPORT (OWS April 2013)-COORD: 07° 27’ 23.158” N; 108° 24’ 54.771” E
Parameter
Return Period Extreme Values
Unit
NE Monsoon (Nov to Mar)
SW Monsoon (Apr to Oct)
Return Period
year
1
5
10
25
50
1
5
10
25
50
Water Depth (MSL)
m
99.8
99.8
99.8
99.8
99.8
99.8
99.8
99.8
99.8
99.8
1-minute Mean Wind Speed
m/s
19.8
21.9
22.8
24.0
24.9
16.2
18.1
18.9
19.9
20.7
* Maximum Wave Height, Hmax
m
9.3
10.7
11.3
12.1
12.7
5.4
6.4
6.9
7.5
8.0
Most Probable Period for Hmax
s
10.5
11.1
11.3
11.6
11.9
6.5
6.7
6.7
6.8
6.8
Significant Wave Height, Hs
m
5.6
6.4
6.8
7.3
7.6
3.2
3.8
4.1
4.5
4.8
Maximum Crest Height
m
6.6
7.3
7.6
8.1
8.4
3.3
3.9
4.2
4.5
4.8
Current Speed at Surface
m/s
1.2
1.4
1.5
1.6
1.7
0.6
0.6
0.6
0.7
0.7
Current Speed at 25% depth from Surf
m/s
1.1
1.3
1.3
1.5
1.5
0.5
0.6
0.6
0.6
0.6
Current Speed at mid-depth
m/s
0.9
1.1
1.2
1.3
1.3
0.4
0.5
0.5
0.5
0.6
Current Speed 1m from sea bottom
m/s
0.6
0.7
0.8
0.8
0.9
0.3
0.3
0.3
0.4
0.4
Tidal Range
m
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
Storm Surge Height
m
0.4
0.5
0.6
0.6
0.6
0.3
0.4
0.4
0.4
0.4
Hmax: i.e. H1% , the average of highest 1% of wave heights
Report No. BTSO-9-334-01 (Rev. 0)
PAGE
88