Barge 180Ft Deck Load Capacity & Strength-Rev1

SOUTH EAST SUMATERA MARINE OPERATION

CHINA NATIONAL OFFSHORE OIL CORP. (CNOOC SES B.V.)

DECK LOAD CAPACITY AND STRENGTH CHECK

(PRELIMINARY STUDY)

FOR TYPICAL BARGE 180FT X 50FT X 10FT

1 20-Oct-10

REV DATE CHECKED APPROVED COMPANY

CLASS STATUS

N/A

REVISION DOC. NO.: N/A

N/A

1

IDC

DIVISION

STATUS CODE : A = Issued for comments, B = Issued for approval, C = Issued for construction D = As Built, Info = For Information

Total Or Partial Reproduction And / Or Utilization of This Document Are Forbidden Without Prior Written Authorization of The Owner

PT. BERKAT PETROINDO NUSA SEJAHTERA

MARINE TRANSPORTATION ENGINEERING

IFI Issued For Information WY

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

2

TABLE OF CONTENTS

1. Introduction

2. Purpose

3. Reference

4. Barge Description

5. Deck Load and Capacity

6. Global Longitudinal Strength

7. Deck Frame Strength

Appendices:

Appendix-1: Calculation Note

Appendix-2: Longitudinal Strength – Program Output

Appendix-3: Deck Frame Strength – Program Output

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

3

1. INTRODUCTION

This document primarily is the preliminary analysis of deck load including its

strength of the typical Flat Top Barge 180Feet x 50Feet x 10Feet transporting

various cargo loading to support the construction and marine operation in

China National Offshore Oil Corporation South East Sumatera (CNOOC-SES)

region, offshore Indonesia.

2. PURPOSE

This analysis report is produced to cover the basic scopes as follow:

1) To check and determine actual maximum deck load onboard barge deck

to be less than 1.5 Ton/meter

as per Client (CNOOC-SES) requirement.

2) To check barge global longitudinal strength based on calculated maximum

deck load onboard following the result of purpose no. 1 as above.

3) To check barge frame strength based on calculated maximum deck load

onboard following the result of purpose no. 1 as above too.

3. REFERENCE

All calculations are executed in accordance with the following references:

1) Biro Klasifikasi Indonesia (BKI) – Rules for The Classification and

Construction of Sea-Going Steel Ships – Volume II Rules for Hull - 2004.

2) American Institute of Steel Construction (AISC) – Manual of Steel

Construction Allowable Stress Design (ASD) – 9

Edition.

3) Shiptechnik Services Pte. Ltd – 180’ x 50’ x 10’ Barge Intact Stability

Calculation

4. BARGE

DESCRIPTION

The model barge in this check is a typical deck cargo barge of all steel

construction. The hull is divided by one (1) longitudinal and (6) transverse

bulk heads forming a total of 14 watertight tanks / compartments, with data:

Length Overall

: 180 Ft (54.864 Meters)

Breadth Moulded : 50 Ft (15.240 Meters)

Depth Moulded : 10 Ft (3.048 Meters)

Lightship

: 320.50 Ton

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

4

5.

DECK LOAD AND CAPACITY

5.1

The cargo loading which will be loaded on barge deck is assumed to be

various since there is no detail information on it. However, with assumption

that the load is uniformly distributed load (UDL); this method is quite

conservative to check the actual & maximum load onboard.

5.2

Area of cargo loading to be designed as per normal operational practice in

common marine & shipping operation, with details:

Length of deck load area (L

)

= 45.72 Meters

Width of deck loading area (B

)

= 14.0 Meters

So, the total loading area (A

) to be

= 640.08 Meters

Allowable deck load (W

)

= 1.50 Ton/Meter

5.3

The initial preliminary total loading which is expected to be stowed is

approximately 700 Ton. Considering about this value and loading area as

above, so the calculated actual deck load shall be 1.094 Ton/Meter. This

load is still less than 1.50 Ton/Meter as required, so this is still acceptable to

be applied.

5.3 Within

the

allowable

deck load 1.50 Ton/Meter, so this barge deck should

have capacity to carry maximum 960.12 Ton cargo loading into the assumed

deck loading area as mentioned in section 5.2. However, in order to get a

normal practice method, the cargo load 950 Ton is safely enough to be

applied in all analysis.

5.4

Detail of deck loading analysis is presented in Appendix-1 of this report.

6.

GLOBAL LONGITUDINAL STRENGTH

6.1

Once the maximum cargo loading obtained (950 Ton), the barge global

longitudinal strength shall be carried out to check whether within this load the

barge will still have adequate shear and bending moment capacity or not.

6.2

The cargo barge is planned to be dry tow (without water ballast inside) and as

with minimizing the partially filled tanks as much as possible. Both still water

and sine wave (Sagging and Hogging) cases are investigated. For the sine

wave case, the selected wave height is 3.50 meters and wave length is set

equal to the barge length overall.

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

5

6.3 The allowable bending moment is calculated based on minimum Mid-ship

Section Modulus in accordance with Biro Klasifikasi Indonesia (BKI) Rules for

Classification & Construction of Seagoing Ships, Volume II Rules for Hull,

Section 5 Longitudinal Strength, Sub-section 5.C.2 BKI 2004 with ASTM A-36

material grade being used. The calculated allowable bending moment for this

typical barge 180Ft is:

• Minimum Section Modulus (W

)

=

0.451

meter

• Allowable Bending Stress (F

= 0.66 F

)

= 16704.93 Ton/meter

• Allowable Bending Moment (BM

)

= 7533.923 Ton. Meter

6.5

The allowable shear force is also calculated based on minimum Mid-ship

Shear Area from the vessel’s construction drawings; which is computed from

two (2) of existing Side-Shell Plates 8.0 mm thickness and one (1) of existing

Longitudinal Bulkhead plate 8.0 mm thickness, using ASTM A-36 material

grade. The calculated allowable shear force for this typical barge 180Ft is:

• Allowable Shear Stress (F

= 0.40 F

)

= 10124 Ton/meter

• Minimum Shear Area (A

)

=

0.0732

meter

• Allowable Shear Force (V

)

= 741.07 Ton

6.7

The barge longitudinal strength is calculated using the program “MAXSURF

PRO & HYDROMAX”, an integrated Naval Architecture and Ship Construction

software, with first computes the hydrostatic properties of the barge. For the

given loading condition the program would then iterated to obtain hydrostatic

equilibrium with the barge afloat on the same wave or in still water. The Shear

force and bending moment are computed at the barge hull model using the

weight and effective buoyancy of the hull.

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

6

6.8

Summary of longitudinal strength due to maximum deck loading 950 Ton during

Still Water condition is presented below:

• Maximum Shear Force (V)

= 33.348 Ton < (V

)

• Bending Moment (BM)

= 375.114 Ton < (BM

)

Figure 6.2 Shear Force & Bending Moment Curve @ Still Water Case

6.8

Summary of longitudinal strength due to maximum deck loading 950 Ton during

Sagging condition is presented below:

• Maximum Shear Force (V)

= 114.00 Ton < (V

)

• Bending Moment (BM)

= 1806.0 Ton < (BM

)

6.9

Summary of longitudinal strength due to maximum deck loading 950 Ton during

Hogging condition is presented below:

• Maximum Shear Force (V)

= 192.00 Ton < (V

)

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

7

Figure 6.3 Shear Force & Bending Moment Curve @ Sagging Case

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

8

7.

DECK FRAME STRENGTH

7.1

Typically, once the maximum cargo loading obtained (950 Ton), the deck

frame strength of barge shall be checked due to this load whether the frame

will still have adequate strength capacity (especially on Shear and Von Mises

one) or not.

7.2

The structural finite element program “STAADPRO” is also used to generate

the structural analysis of the barge frame model. Typical single transverse

frame of the barge is modeled in 2D model using plate element method based

on barge construction drawings. The maximum deck load is applied as point

load at each specified location based on total 950 Ton loading.

Figure 7.1 Single Barge Transverse Frame Model in Staad.PRO

7.4

The analysis is carried out in accordance with AISC codes in post structural

checks, with using the allowable stresses are as follows:

-

Shear

(F

)

=

0.40 F

- Von

Mises (F

) =

0.75 F

Where F

denotes yield strength, using ASTM-36 (248 N/mm

).

In accordance with industry standard practice and AISC Allowable Stress

Design, one third overload allowances for stresses cannot be applied for

under-deck framing structures.

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CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

9

7.5

The summary of calculated Shear and Maximum Von Mises Stresses in

combined load Self weight + Maximum Deck Load is tabulated as below:

No. Plate

No

Shear Stress

(N/mm

)

Allowable

(N/mm

)

Von Mises

(N/mm

)

Allowable

(N/mm

)

SQX SQY

1. 100 -0.175

0.135

99.20

-

-

2. 94

- -

13.906 186.0

Table 7.1 Summary of Stress Analysis

Figure 7.2 Maximum Shear Stress (SQX) Contour

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

10

APPENDIX-1

CALCULATION NOTE

Cargo Barge Data: Deck Loading Data:

Length Overall (Loa) 54.864 Meter Length of Deck Loading (LD) 45.72 Meter Breadth Moulded (B) 15.24 Meter Width of Deck Loading (BD) 14 Meter Depth Moulded (H) 3.048 Meter Allowable Deck Load (WALL) 1.5 Ton/M Frame Space (s) 1.828 Meter

Calculation Result:

Total Deck Loading Area (AD) 640.08 Meter (AD = LDxBD)

Proposed Total Load on Deck (WL) 700 Ton (Assumed)

Actual Deck Load (WDa) 1.094 Ton/M2 (WDa = WL/AD; Still OK < WALL)

Maximum Deck Load Capacity (WDMax) 960.12 Ton (WDMAX = ADxWALL)

Maximum Designed Loading (WDL) 950.0 Ton

Maximum Designed Deck Load (WD) 1.48 Ton/M2 (WD = WDL/AD; Still OK < WALL)

Number of Loaded Transv Frame (FR) 25.0 Unit (FR = LD/s)

Uniform Dist Load (UDL) on Frame (UDLT) 0.83 Ton/M (UDLT = (WDxBD)/FR)

Designed Lay-Out:

CARGO DECK LOAD AND CAPACITY CALCULATION

ON TYPICAL BARGE 180FT X 50FT X 10FT

DECK LOADING AREA (AD)

WD

Lightship Displacement

320.50 Tonnes

(Stability Booklet)

Interpolated First Draft (T1)

0.431 m

(Hydrostatic Properties)

Interpolated Second Draft (T2)

0.462 m

(Hydrostatic Properties)

Displacement @ Draft T1

318.20 Tonnes

(Hydrostatic Properties)

Displacement @ Draft T2

342.00 Tonnes

(Hydrostatic Properties)

Draft @ Lightship Displ. (TL)

0.434 m

Length Overall (Loa)

54.864 m

(General Arrangement)

Breadth Moulded (B)

15.240 m

(General Arrangement)

Depth Moulded (H)

3.048 m

(General Arrangement)

Sea Water Density (γ sea)

1.025 Tonnes/m3

Estimated Block Coefficient (Cb)

0.862

F yield for ASTM A-36

235.0 N/mm2

(AISC ASD Standard)

Material Factor (k)

1.0

(BKI Rules for Hull Vol.II Sect.5)

Wave Coefficient (Co)

6.295

(BKI Rules for Hull Vol.II Sect.5.B.2)

Min. Midship Sect. Modulii (Wmin)

0.451 m3

(BKI Rules for Hull Vol.II Sect.5.C.2)

MINIMUM MIDSHIP - SECTION MODULII

BARGE SECTION PROPERTIES

Min. Midship Sect. Modulii (Wmin)

0.451 m3

(BKI Rules for Hull Vol.II Sect.5.C.2)

ts

ts

tm

Depth @ Side Shell

3.048 m

(Construction Drawings)

Plate Thickness @ Side Shell (ts)

8.00 mm

(Construction Drawings)

Depth @ Center Bulkhead

3.048 m

(Construction Drawings)

Plate Thickness @ Center Bhd (tm)

8.00 mm

(Construction Drawings)

Min. Midship Shear Area (Av min)

0.0732 m2

MINIMUM MIDSHIP - SHEAR AREA

Midship Cross Section

Typical Barge 180Ft x 50Ft x 10Ft

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CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

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APPENDIX-2

Trim 0.000 meter

Heel 0.000 degree

Water Density 1.025 Ton/m3

Draft Displ. Draft Draft WL Wetted Waterplane LCB LCF KB KG BMt BML GMt GML KMt KML TPC MTC Amidship at FP at AP Length Area Area +ve fwd +ve fwd

(m) (Ton) (m) (m) (m) (m2) (m2) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (Ton/cm) (Ton/cm)

0.000 0.000 0.000 0.000 45.714 0.000 0.000 -27.432 -27.432 0.000 2.134 0.000 0.000 -2.134 -2.134 0.000 0.000 0.000 0.000 0.031 21.810 0.031 0.031 45.843 694.557 690.828 0.000 0.000 0.015 2.134 628.650 5561.711 626.532 5559.593 628.665 5561.727 7.082 22.096 0.062 43.750 0.062 0.062 45.966 700.557 693.080 0.000 0.000 0.031 2.134 314.325 2799.017 312.222 2796.914 314.356 2799.048 7.105 22.305 0.092 65.800 0.092 0.092 46.089 706.576 695.332 0.000 0.000 0.046 2.134 209.550 1878.159 207.463 1876.071 209.596 1878.205 7.129 22.515 0.123 88.100 0.123 0.123 46.213 712.612 697.584 0.000 0.000 0.062 2.134 157.162 1417.759 155.090 1415.687 157.224 1417.820 7.152 22.726 0.154 110.400 0.154 0.154 46.336 718.667 699.836 0.000 0.000 0.077 2.134 125.730 1141.543 123.673 1139.486 125.807 1141.620 7.175 22.939 0.185 133.000 0.185 0.185 46.459 724.739 702.089 0.000 0.000 0.092 2.134 104.775 957.418 102.734 955.377 104.867 957.510 7.198 23.154 0.216 155.600 0.216 0.216 46.582 730.830 704.341 0.000 0.000 0.108 2.134 89.807 825.918 87.781 823.892 89.915 826.025 7.221 23.370 0.246 178.400 0.246 0.246 46.705 736.940 706.593 0.000 0.000 0.123 2.134 78.581 727.307 76.571 725.296 78.704 727.430 7.244 23.587 0.277 201.400 0.277 0.277 46.828 743.067 708.845 0.000 0.000 0.139 2.134 69.850 650.623 67.855 648.628 69.989 650.761 7.267 23.806 0.308 224.400 0.308 0.308 46.952 749.213 711.097 0.000 0.000 0.154 2.134 62.865 589.287 60.885 587.308 63.019 589.441 7.290 24.027 0.339 247.700 0.339 0.339 47.075 755.377 713.350 0.000 0.000 0.169 2.134 57.150 539.115 55.186 537.150 57.319 539.284 7.313 24.249 0.369 271.000 0.369 0.369 47.198 761.559 715.602 0.000 0.000 0.185 2.134 52.387 497.314 50.439 495.365 52.572 497.499 7.336 24.473 0.400 294.600 0.400 0.400 47.321 767.759 717.854 0.000 0.000 0.200 2.134 48.358 461.953 46.424 460.020 48.558 462.153 7.359 24.698 0.431 318.200 0.431 0.431 47.444 773.977 720.106 0.000 0.000 0.216 2.134 44.904 431.652 42.985 429.734 45.119 431.868 7.383 24.924 0.462 342.000 0.462 0.462 47.567 780.214 722.358 0.000 0.000 0.231 2.134 41.910 405.399 40.007 403.497 42.141 405.630 7.406 25.153 0.493 365.900 0.493 0.493 47.690 786.469 724.611 0.000 0.000 0.246 2.134 39.291 382.436 37.403 380.548 39.537 382.682 7.429 25.383 0.523 390.000 0.523 0.523 47.814 792.742 726.863 0.000 0.000 0.262 2.134 36.979 362.180 35.108 360.308 37.241 362.442 7.452 25.614 0.554 414.200 0.554 0.554 47.937 799.033 729.115 0.000 0.000 0.277 2.134 34.925 344.182 33.068 342.326 35.202 344.459 7.475 25.847 0.585 438.600 0.585 0.585 48.060 805.342 731.367 0.000 0.000 0.292 2.134 33.087 328.085 31.246 326.244 33.379 328.377 7.498 26.081 0.616 463.100 0.616 0.616 48.183 811.670 733.619 0.000 0.000 0.308 2.134 31.432 313.603 29.607 311.778 31.740 313.911 7.521 26.318 0.647 487.800 0.647 0.647 48.306 818.016 735.871 0.000 0.000 0.323 2.134 29.936 300.506 28.125 298.696 30.259 300.830 7.544 26.555 0.677 495.400 0.677 0.677 48.429 801.474 738.065 0.000 0.000 0.339 2.134 29.565 298.558 27.770 296.763 29.904 298.896 7.567 26.794 0.708 519.000 0.708 0.708 48.552 806.348 739.955 0.000 0.000 0.355 2.134 28.308 287.327 26.529 285.548 28.662 287.681 7.586 26.995 0.739 542.000 0.739 0.739 48.676 811.227 741.844 0.000 0.000 0.371 2.134 27.156 277.042 25.393 275.279 27.526 277.413 7.605 27.198 0.770 566.000 0.770 0.770 48.799 816.112 743.734 0.000 0.000 0.386 2.134 26.096 267.591 24.349 265.844 26.483 267.978 7.625 27.402 0.800 589.000 0.800 0.800 48.922 821.000 745.624 0.000 0.000 0.402 2.134 25.118 258.876 23.387 257.145 25.521 259.278 7.644 27.607 0.831 613.000 0.831 0.831 49.045 825.893 747.513 0.000 0.000 0.418 2.134 24.213 250.815 22.498 249.100 24.632 251.233 7.664 27.813 0.862 636.000 0.862 0.862 49.168 830.790 749.403 0.000 0.000 0.434 2.134 23.373 243.338 21.674 241.638 23.807 243.772 7.683 28.020 0.893 660.000 0.893 0.893 49.291 835.690 751.293 0.000 0.000 0.450 2.134 22.591 236.383 20.908 234.700 23.041 236.833 7.702 28.229 0.924 684.000 0.924 0.924 49.415 840.593 753.182 0.000 0.000 0.466 2.134 21.861 229.899 20.194 228.232 22.327 230.365 7.722 28.439 0.954 707.000 0.954 0.954 49.538 845.499 755.072 0.000 0.000 0.482 2.134 21.179 223.840 19.527 222.188 21.661 224.322 7.741 28.650 0.985 731.000 0.985 0.985 49.661 850.407 756.962 0.000 0.000 0.498 2.134 20.539 218.166 18.903 216.530 21.037 218.664 7.760 28.862 1.016 755.000 1.016 1.016 49.784 855.317 758.851 0.000 0.000 0.514 2.134 19.938 212.841 18.318 211.221 20.452 213.355 7.780 29.075 1.047 779.000 1.047 1.047 49.907 860.228 760.741 0.000 0.000 0.529 2.134 19.373 207.836 17.768 206.231 19.902 208.365 7.799 29.290 1.078 803.000 1.078 1.078 50.030 865.141 762.631 0.000 0.000 0.545 2.134 18.839 203.121 17.251 201.533 19.385 203.666 7.818 29.506 1.108 827.000 1.108 1.108 50.153 870.054 764.521 0.000 0.000 0.561 2.134 18.336 198.673 16.763 197.101 18.897 199.235 7.838 29.723 1.139 852.000 1.139 1.139 50.277 874.968 766.410 0.000 0.000 0.577 2.134 17.860 194.471 16.303 192.914 18.437 195.048 7.857 29.941 1.170 876.000 1.170 1.170 50.400 879.882 768.300 0.000 0.000 0.593 2.134 17.408 190.495 15.868 188.954 18.001 191.087 7.877 30.160 1.201 900.000 1.201 1.201 50.523 884.795 770.190 0.000 0.000 0.609 2.134 16.981 186.727 15.456 185.202 17.589 187.335 7.896 30.381 1.232 924.000 1.232 1.232 50.646 889.708 772.079 0.000 0.000 0.624 2.134 16.574 183.151 15.065 181.642 17.198 183.776 7.915 30.603 1.262 949.000 1.262 1.262 50.769 894.620 773.969 0.000 0.000 0.640 2.134 16.187 179.754 14.694 178.261 16.828 180.395 7.935 30.826 1.293 973.000 1.293 1.293 50.892 899.530 775.859 0.000 0.000 0.656 2.134 15.819 176.523 14.341 175.046 16.475 177.179 7.954 31.050 1.324 998.000 1.324 1.324 51.016 904.439 777.748 0.000 0.000 0.672 2.134 15.468 173.446 14.006 171.985 16.140 174.118 7.973 31.276 1.355 1022.000 1.355 1.355 51.139 909.346 779.638 0.000 0.000 0.688 2.134 15.133 170.513 13.687 169.067 15.820 171.201 7.993 31.503 1.385 1047.000 1.385 1.385 51.262 914.250 781.528 0.000 0.000 0.704 2.134 14.812 167.714 13.382 166.284 15.516 168.418 8.012 31.731 1.416 1072.000 1.416 1.416 51.385 919.151 783.417 0.000 0.000 0.719 2.134 14.506 165.040 13.092 163.626 15.225 165.760 8.032 31.960 1.447 1096.000 1.447 1.447 51.508 924.049 785.307 0.000 0.000 0.735 2.134 14.213 162.484 12.814 161.085 14.948 163.219 8.051 32.191 1.478 1121.000 1.478 1.478 51.631 930.717 787.193 0.000 0.000 0.751 2.134 13.931 160.035 12.549 158.652 14.682 160.786 8.070 32.422 1.509 1146.000 1.509 1.509 51.754 935.764 789.057 0.000 0.000 0.767 2.134 13.661 157.676 12.295 156.310 14.428 158.443 8.089 32.652 1.539 1171.000 1.539 1.539 51.878 940.819 790.921 0.000 0.000 0.783 2.134 13.402 155.414 12.052 154.064 14.185 156.198 8.109 32.884 1.570 1196.000 1.570 1.570 52.001 945.881 792.784 0.000 0.000 0.799 2.134 13.153 153.245 11.819 151.911 13.952 154.044 8.128 33.116 1.601 1221.000 1.601 1.601 52.124 950.949 794.648 0.000 0.000 0.816 2.134 12.913 151.162 11.595 149.844 13.729 151.977 8.147 33.350 1.632 1246.000 1.632 1.632 52.247 956.024 796.512 0.000 0.000 0.832 2.134 12.683 149.160 11.381 147.859 13.514 149.992 8.166 33.585 1.663 1271.000 1.663 1.663 52.370 961.106 798.375 0.000 0.000 0.848 2.134 12.461 147.236 11.175 145.950 13.308 148.084 8.185 33.821 1.693 1297.000 1.693 1.693 52.493 966.195 800.239 0.000 0.000 0.864 2.134 12.247 145.384 10.977 144.115 13.111 146.249 8.204 34.058 1.724 1322.000 1.724 1.724 52.616 971.290 802.103 0.000 0.000 0.880 2.134 12.040 143.602 10.787 142.348 12.921 144.482 8.223 34.297 1.755 1347.000 1.755 1.755 52.740 976.391 803.967 0.000 0.000 0.896 2.134 11.841 141.885 10.604 140.647 12.738 142.781 8.242 34.537 1.786 1373.000 1.786 1.786 52.863 981.499 805.830 0.000 0.000 0.912 2.134 11.649 140.229 10.428 139.008 12.562 141.142 8.261 34.778 1.816 1398.000 1.816 1.816 52.986 986.613 807.694 0.000 0.000 0.929 2.134 11.463 138.633 10.258 137.427 12.392 139.561 8.280 35.020 1.847 1424.000 1.847 1.847 53.109 991.734 809.558 0.000 0.000 0.945 2.134 11.284 137.092 10.095 135.903 12.229 138.036 8.300 35.264 1.878 1449.000 1.878 1.878 53.232 996.861 811.421 0.000 0.000 0.961 2.134 11.110 135.604 9.937 134.431 12.071 136.565 8.319 35.509 1.909 1475.000 1.909 1.909 53.355 1001.993 813.285 0.000 0.000 0.977 2.134 10.942 134.167 9.785 133.010 11.919 135.144 8.338 35.755 1.940 1501.000 1.940 1.940 53.479 1007.132 815.149 0.000 0.000 0.993 2.134 10.779 132.777 9.639 131.637 11.772 133.771 8.357 36.003 1.970 1526.000 1.970 1.970 53.602 1012.277 817.013 0.000 0.000 1.009 2.134 10.622 131.434 9.497 130.310 11.631 132.443 8.376 36.251 2.001 1552.000 2.001 2.001 53.725 1017.428 818.876 0.000 0.000 1.026 2.134 10.469 130.134 9.361 129.026 11.494 131.160 8.395 36.502 2.032 1578.000 2.032 2.032 53.848 1022.585 820.740 0.000 0.000 1.042 2.134 10.321 128.876 9.229 127.784 11.362 129.918 8.414 36.753 2.063 1604.000 2.063 2.063 53.971 1027.748 822.604 0.000 0.000 1.058 2.134 10.177 127.658 9.101 126.582 11.235 128.716 8.433 37.006 2.094 1630.000 2.094 2.094 54.094 1032.916 824.467 0.000 0.000 1.074 2.134 10.037 126.478 8.977 125.418 11.111 127.552 8.452 37.259 2.124 1656.000 2.124 2.124 54.217 1038.090 826.331 0.000 0.000 1.090 2.134 9.901 125.334 8.858 124.291 10.992 126.424 8.472 37.515 2.155 1682.000 2.155 2.155 54.341 1043.270 828.195 0.000 0.000 1.106 2.134 9.770 124.225 8.743 123.198 10.876 125.332 8.491 37.771 2.186 1708.000 2.186 2.186 54.464 1048.455 830.059 0.000 0.000 1.123 2.134 9.642 123.150 8.631 122.139 10.764 124.272 8.510 38.029 2.217 1734.000 2.217 2.217 54.587 1053.645 831.922 0.000 0.000 1.139 2.134 9.517 122.106 8.522 121.111 10.656 123.245 8.529 38.288 2.248 1761.000 2.248 2.248 54.710 1058.841 833.786 0.000 0.000 1.155 2.134 9.396 121.093 8.417 120.115 10.551 122.248 8.548 38.549 2.278 1787.000 2.278 2.278 54.833 1063.819 834.455 0.000 0.000 1.171 2.134 9.265 119.596 8.303 118.634 10.436 120.768 8.555 38.643 2.309 1813.000 2.309 2.309 54.864 1068.129 834.455 0.000 0.000 1.187 2.134 9.131 117.859 8.184 116.913 10.318 119.047 8.555 38.644 2.340 1840.000 2.340 2.340 54.864 1072.439 834.455 0.000 0.000 1.204 2.134 9.000 116.172 8.070 115.242 10.204 117.376 8.555 38.645 2.371 1866.000 2.371 2.371 54.864 1076.749 834.455 0.000 0.000 1.220 2.134 8.873 114.532 7.959 113.619 10.093 115.752 8.555 38.646 2.401 1892.000 2.401 2.401 54.864 1081.059 834.455 0.000 0.000 1.236 2.134 8.749 112.938 7.852 112.041 9.986 114.175 8.555 38.647 2.432 1919.000 2.432 2.432 54.864 1085.369 834.455 0.000 0.000 1.252 2.134 8.629 111.388 7.748 110.507 9.882 112.641 8.555 38.648 2.463 1945.000 2.463 2.463 54.864 1089.679 834.455 0.000 0.000 1.269 2.134 8.512 109.880 7.647 109.015 9.781 111.148 8.555 38.650 2.494 1971.000 2.494 2.494 54.864 1093.989 834.455 0.000 0.000 1.285 2.134 8.399 108.412 7.550 107.563 9.683 109.697 8.555 38.651 2.525 1998.000 2.525 2.525 54.864 1098.298 834.455 0.000 0.000 1.301 2.134 8.288 106.983 7.455 106.150 9.589 108.284 8.555 38.653 2.555 2024.000 2.555 2.555 54.864 1102.608 834.455 0.000 0.000 1.317 2.134 8.180 105.591 7.364 104.774 9.497 106.908 8.555 38.655 2.586 2050.000 2.586 2.586 54.864 1106.918 834.455 0.000 0.000 1.333 2.134 8.075 104.234 7.275 103.434 9.408 105.567 8.555 38.657 2.617 2077.000 2.617 2.617 54.864 1111.228 834.455 0.000 0.000 1.349 2.134 7.973 102.912 7.188 102.128 9.322 104.262 8.555 38.659 2.648 2103.000 2.648 2.648 54.864 1115.538 834.455 0.000 0.000 1.365 2.134 7.873 101.624 7.104 100.855 9.238 102.989 8.555 38.662 2.679 2129.000 2.679 2.679 54.864 1119.848 834.455 0.000 0.000 1.381 2.134 7.775 100.367 7.023 99.614 9.157 101.748 8.555 38.664 2.709 2156.000 2.709 2.709 54.864 1124.158 834.455 0.000 0.000 1.397 2.134 7.680 99.140 6.944 98.404 9.078 100.538 8.555 38.667 2.740 2182.000 2.740 2.740 54.864 1128.468 834.455 0.000 0.000 1.413 2.134 7.588 97.944 6.868 97.224 9.001 99.357 8.555 38.670 2.771 2209.000 2.771 2.771 54.864 1132.778 834.455 0.000 0.000 1.429 2.134 7.497 96.776 6.793 96.072 8.927 98.205 8.555 38.673 2.802 2235.000 2.802 2.802 54.864 1137.088 834.455 0.000 0.000 1.445 2.134 7.409 95.635 6.721 94.947 8.854 97.081 8.555 38.676 2.832 2261.000 2.832 2.832 54.864 1141.398 834.455 0.000 0.000 1.461 2.134 7.323 94.521 6.650 93.849 8.784 95.983 8.555 38.679 2.863 2288.000 2.863 2.863 54.864 1145.708 834.455 0.000 0.000 1.477 2.134 7.238 93.433 6.582 92.777 8.716 94.910 8.555 38.683 2.894 2314.000 2.894 2.894 54.864 1150.018 834.455 0.000 0.000 1.493 2.134 7.156 92.369 6.516 91.729 8.649 93.863 8.555 38.686 2.925 2340.000 2.925 2.925 54.864 1154.328 834.455 0.000 0.000 1.509 2.134 7.075 91.330 6.451 90.705 8.585 92.839 8.555 38.690 2.956 2367.000 2.956 2.956 54.864 1158.638 834.455 0.000 0.000 1.525 2.134 6.997 90.313 6.388 89.705 8.522 91.838 8.555 38.694 2.986 2393.000 2.986 2.986 54.864 1162.948 834.455 0.000 0.000 1.541 2.134 6.920 89.319 6.327 88.727 8.461 90.860 8.555 38.698 3.017 2419.000 3.017 3.017 54.864 1167.258 834.455 0.000 0.000 1.557 2.134 6.844 88.347 6.268 87.770 8.401 89.904 8.555 38.702 3.048 2446.000 3.048 3.048 54.864 1171.568 834.455 0.000 0.000 1.573 2.134 6.771 87.395 6.210 86.835 8.343 88.968 8.555 38.706

No.

Item Name

Quantity

Weight

LCG from AFT

FWD Limit

AFT Limit

VCG from Keel TCG from Midship

(Ton)

(Meters)

(Meters)

(Meters)

(Meters)

(Meters)

1

Lightship

1

320.500

27.432

54.864

0.000

2.134

0.000

2

Maximum Deck Loading

1

950.000

27.432

49.378

5.486

5.048

0.000

3

Tank 1S

0.00%

0.000

2.743

1.978

3.810

4

Tank 1P

0.00%

0.000

2.743

1.978

-3.810

5

Tank 2S

0.00%

0.000

9.144

1.524

3.810

6

Tank 2P

0.00%

0.000

9.144

1.524

-3.810

7

Tank 3S

0.00%

0.000

18.288

1.524

3.810

8

Tank 3P

0.00%

0.000

18.288

1.524

-3.810

9

Tank 4S

0.00%

0.000

27.432

1.524

3.810

10

Tank 4P

0.00%

0.000

27.432

1.524

-3.810

11

Tank 5S

0.00%

0.000

36.576

1.524

3.810

12

Tank 5P

0.00%

0.000

36.576

1.524

-3.810

13

Tank 6S

0.00%

0.000

45.720

1.524

3.810

14

Tank 6P

0.00%

0.000

45.720

1.524

-3.810

15

Tank 7S

0.00%

0.000

52.121

1.978

3.810

16

Tank 7P

0.00%

0.000

52.121

1.978

-3.810

Total Weight=

1271.00

LCG=27.432

VCG=4.313

TCG=0.000

FS corr.=0

VCG fluid=4.313

No. Station Name Long. Position Buoyancy Weight Net Load Shear Force Bending Moment

(Meter) (Ton/M) (Ton/M) (Ton/M) (Ton) (Ton.M)

1 st 33 1.614 2.934 5.842 2.907 -7.242 9.199 2 st 32 3.227 15.455 5.842 -9.613 -1.934 21.523 3 st 31 4.841 25.959 5.842 -20.118 21.951 9.898 4 st 30 6.455 25.959 27.485 1.526 33.348 -39.25 5 st 29 8.068 25.959 27.485 1.526 30.783 -88.928 6 st 28 9.682 25.959 27.485 1.526 28.218 -134.633 7 st 27 11.296 25.959 27.486 1.526 25.653 -176.364 8 st 26 12.909 25.959 27.486 1.526 23.089 -214.122 9 st 25 14.523 25.959 27.486 1.526 20.524 -247.906 10 st 24 16.136 25.959 27.486 1.526 17.959 -277.717 11 st 23 17.750 25.959 27.486 1.526 15.394 -303.553 12 st 22 19.364 25.959 27.486 1.526 12.829 -325.416 13 st 21 20.977 25.959 27.486 1.526 10.264 -343.304 14 st 20 22.591 25.959 27.486 1.526 7.698 -357.218 15 st 19 24.205 25.959 27.486 1.526 5.133 -367.158 16 st 18 25.818 25.959 27.486 1.526 2.568 -373.123 17 st 17 27.432 25.959 27.486 1.526 0.002 -375.114 18 st 16 29.046 25.959 27.486 1.526 -2.563 -373.13 19 st 15 30.659 25.959 27.486 1.527 -5.129 -367.171 20 st 14 32.273 25.959 27.486 1.527 -7.695 -357.238 21 st 13 33.887 25.959 27.486 1.527 -10.26 -343.329 22 st 12 35.500 25.959 27.486 1.527 -12.826 -325.446 23 st 11 37.114 25.959 27.486 1.527 -15.392 -303.587 24 st 10 38.728 25.959 27.486 1.527 -17.958 -277.752 25 st 9 40.341 25.959 27.486 1.527 -20.524 -247.943 26 st 8 41.955 25.959 27.486 1.527 -23.09 -214.157 27 st 7 43 568 25 959 27 486 1 527 -25 656 -176 396

SHEAR FORCE AND BENDING MOMENT AT STILL WATER CASE

27 st 7 43.568 25.959 27.486 1.527 -25.656 -176.396 28 st 6 45.182 25.959 27.486 1.527 -28.222 -134.66 29 st 5 46.796 25.959 27.486 1.527 -30.789 -88.947 30 st 4 48.409 25.959 27.487 1.527 -33.355 -39.258 31 st 3 50.023 25.959 5.842 -20.118 -21.951 9.898 32 st 2 51.637 15.455 5.842 -9.613 1.934 21.523 33 st 1 53.250 2.934 5.842 2.907 7.242 9.199

No. Station Name Long. Position Buoyancy Weight Net Load Shear Force Bending Moment

SHEAR FORCE AND BENDING MOMENT AT SAGGING CASE

No. Station Name Long. Position Buoyancy Weight Net Load Shear Force Bending Moment

(Meter) (Ton/M) (Ton/M) (Ton/M) (Ton) (Ton.M)

1 st 33 1.614 0.000 5.842 5.842 -10.000 10.000 2 st 32 3.227 0.000 5.842 5.842 -19.000 36.000 3 st 31 4.841 3.384 5.842 2.458 -26.000 76.000 4 st 30 6.455 8.493 27.486 18.993 -47.000 131.000 5 st 29 8.068 13.223 27.486 14.262 -74.000 231.000 6 st 28 9.682 17.575 27.486 9.910 -93.000 368.000 7 st 27 11.296 21.549 27.486 5.937 -106.000 531.000 8 st 26 12 909 25 144 27 486 2 342 113 000 710 000 8 st 26 12.909 25.144 27.486 2.342 -113.000 710.000 9 st 25 14.523 28.361 27.486 -0.875 -114.000 896.000 10 st 24 16.136 31.199 27.486 -3.713 -111.000 1079.000 11 st 23 17.750 33.659 27.486 -6.173 -103.000 1252.000 12 st 22 19.364 35.740 27.486 -8.255 -91.000 1410.000 13 st 21 20.977 37.443 27.486 -9.957 -77.000 1547.000 14 st 20 22.591 38.768 27.486 -11.282 -60.000 1658.000 15 st 19 24.205 39.714 27.486 -12.228 -41.000 1739.000 16 st 18 25.818 40.282 27.486 -12.796 -21.000 1789.000 17 st 17 27.432 40.471 27.486 -12.985 0.000 1806.000 18 st 16 29.046 40.282 27.486 -12.796 21.000 1789.000 19 st 15 30.659 39.714 27.486 -12.228 41.000 1739.000 20 st 14 32.273 38.768 27.486 -11.282 60.000 1658.000 21 st 13 33.887 37.443 27.486 -9.957 77.000 1547.000 22 st 12 35.500 35.740 27.486 -8.255 91.000 1410.000 23 st 11 37.114 33.659 27.486 -6.173 103.000 1252.000 24 st 10 38.728 31.199 27.486 -3.713 111.000 1079.000 25 st 9 40.341 28.361 27.486 -0.875 114.000 896.000 26 st 8 41.955 25.144 27.486 2.342 113.000 710.000 27 st 7 43.568 21.549 27.486 5.937 106.000 531.000 27 st 7 43.568 21.549 27.486 5.937 106.000 531.000 28 st 6 45.182 17.575 27.486 9.910 93.000 368.000 29 st 5 46.796 13.223 27.486 14.262 74.000 231.000 30 st 4 48.409 8.493 27.486 18.993 47.000 131.000 31 st 3 50.023 3.384 5.842 2.458 26.000 76.000 32 st 2 51.637 0.000 5.842 5.842 19.000 36.000 33 st 1 53.250 0.000 5.842 5.842 10.000 10.000

No. Station Name Long. Position Buoyancy Weight Net Load Shear Force Bending Moment

SHEAR FORCE AND BENDING MOMENT AT HOGGING CASE

No. Station Name Long. Position Buoyancy Weight Net Load Shear Force Bending Moment

(Meter) (Ton/M) (Ton/M) (Ton/M) (Ton) (Ton.M)

1 st 33 1.614 24.597 5.842 -18.755 20.000 -12.000 2 st 32 3.227 37.117 5.842 -31.275 60.000 -74.000 3 st 31 4.841 46.354 5.842 -40.512 118.000 -215.000 4 st 30 6.455 41.245 27.486 -13.759 158.000 -445.000 5 st 29 8.068 36.514 27.486 -9.029 177.000 -716.000 6 st 28 9.682 32.162 27.486 -4.677 188.000 -1010.000 7 st 27 11.296 28.189 27.486 -0.703 192.000 -1316.000 8 st 26 12 909 24 594 27 486 2 892 190 000 1624 000 8 st 26 12.909 24.594 27.486 2.892 190.000 -1624.000 9 st 25 14.523 21.377 27.486 6.109 183.000 -1926.000 10 st 24 16.136 18.539 27.486 8.947 171.000 -2211.000 11 st 23 17.750 16.079 27.486 11.407 154.000 -2473.000 12 st 22 19.364 13.997 27.486 13.488 134.000 -2706.000 13 st 21 20.977 12.294 27.486 15.191 111.000 -2904.000 14 st 20 22.591 10.970 27.486 16.516 85.000 -3062.000 15 st 19 24.205 10.024 27.486 17.462 58.000 -3178.000 16 st 18 25.818 9.456 27.486 18.030 29.000 -3248.000 17 st 17 27.432 9.267 27.486 18.219 0.000 -3272.000 18 st 16 29.046 9.456 27.486 18.030 -29.000 -3248.000 19 st 15 30.659 10.024 27.486 17.462 -58.000 -3178.000 20 st 14 32.273 10.970 27.486 16.516 -85.000 -3062.000 21 st 13 33.887 12.294 27.486 15.191 -111.000 -2904.000 22 st 12 35.500 13.997 27.486 13.488 -134.000 -2706.000 23 st 11 37.114 16.079 27.486 11.407 -154.000 -2473.000 24 st 10 38.728 18.539 27.486 8.947 -171.000 -2211.000 25 st 9 40.341 21.377 27.486 6.109 -183.000 -1926.000 26 st 8 41.955 24.594 27.486 2.892 -190.000 -1624.000 27 st 7 43.568 28.189 27.486 -0.703 -192.000 -1316.000 27 st 7 43.568 28.189 27.486 0.703 192.000 1316.000 28 st 6 45.182 32.162 27.486 -4.677 -188.000 -1010.000 29 st 5 46.796 36.514 27.486 -9.029 -177.000 -716.000 30 st 4 48.409 41.245 27.486 -13.759 -158.000 -445.000 31 st 3 50.023 46.354 5.842 -40.512 -118.000 -215.000 32 st 2 51.637 37.117 5.842 -31.276 -60.000 -74.000 33 st 1 53.250 24.597 5.842 -18.755 -20.000 -12.000

SOUTH EAST SUMATERA MARINE OPERATION PROJECT

CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES)

PT. BERKAT PETROINDO NUSA SEJAHTERA

Title

DECK LOAD CAPACITY AND STRENGTH CHECK

FOR TYPICAL BARGE 180FT X 50FT X 10FT

Page

12

APPENDIX-3

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

1

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 1 of 33

Basic Load Cases

Number Name

1 LC00: SELFWEIGHT

2 LC01: LOAD ON FRAME COLUMN

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

3 LC02: SELFWEIGHT + DECK LOAD 1 LC00: SELFWEIGHT 1.00 2 LC01: LOAD ON FRAME COLUMN 1.00

Load Generators

There is no data of this type.

Selfweight : 1 LC00: SELFWEIGHT

Y -1.000

Node Loads : 2 LC01: LOAD ON FRAME COLUMN

Node FX (Mton) FY (Mton) FZ (Mton) MX (kNm) MY (kNm) MZ (kNm) 3 - -0.510 - - - -11 - -0.510 - - - -13 - -0.510 - - - -15 - -0.510 - - - -17 - -0.510 - - - -19 - -0.510 - - - -21 - -0.510 - - - -23 - -0.510 - - - -25 - -0.510 - - - -27 - -0.510 - - - -29 - -0.510 - - - -31 - -0.510 - - - -33 - -0.510 - - - -35 - -0.510 - - - -37 - -0.510 - - - -39 - -0.510 - - - -47 - -0.510 - - - -85 - -0.510 - - - -87 - -0.510 - - - -89 - -0.510 - - - -103 - -0.510 - - - -105 - -0.510 - - - -107 - -0.510 - - -

-Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

2

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 2 of 33

Plate Centre Stresses

Shear Membrane Bending

Plate L/C Qx (N/mm2₎ Qy (N/mm2₎ Sx (N/mm2₎ Sy (N/mm2₎ Sxy (N/mm2₎ Mx (kNm/m) My (kNm/m) Mxy (kNm/m) 1 3:LC02: SELFW -0.001 -0.001 -0.006 0.204 0.482 -0.001 -0.000 -0.001 2 3:LC02: SELFW -0.005 0.005 -0.694 -0.112 -0.935 -0.000 -0.001 -0.001 3 3:LC02: SELFW -0.000 0.001 -0.343 -0.526 -0.900 0.001 -0.001 -0.002 4 3:LC02: SELFW 0.001 0.001 -0.323 -0.522 1.045 0.001 -0.001 0.000 5 3:LC02: SELFW -0.005 0.006 -2.019 -0.555 -0.265 0.003 0.005 0.001 6 3:LC02: SELFW -0.003 -0.004 -0.704 -0.532 1.297 0.002 0.005 0.003 7 3:LC02: SELFW -0.009 -0.012 -1.101 1.172 1.939 -0.004 -0.007 -0.002 8 3:LC02: SELFW -0.016 0.024 -1.249 -0.566 -1.662 0.007 0.007 -0.010 9 3:LC02: SELFW -0.022 -0.013 -3.107 -1.307 0.935 0.015 0.020 -0.007 10 3:LC02: SELFW 0.003 -0.004 -1.407 -0.168 -2.627 0.004 0.000 -0.003 11 3:LC02: SELFW -0.000 -0.001 -0.783 -0.848 -0.692 -0.000 -0.008 0.002 12 3:LC02: SELFW 0.001 -0.001 -0.795 -0.679 1.250 0.000 -0.007 0.003 13 3:LC02: SELFW -0.001 -0.002 -1.310 0.550 3.194 0.001 0.002 0.004 14 3:LC02: SELFW -0.002 -0.004 -1.750 3.923 0.722 -0.001 0.003 0.003 15 3:LC02: SELFW -0.005 0.003 -1.753 1.095 -3.198 0.000 0.005 -0.001 16 3:LC02: SELFW 0.000 0.000 -0.593 -0.041 -1.256 0.001 -0.001 -0.002 17 3:LC02: SELFW 0.001 -0.000 -0.449 -0.287 0.700 0.000 -0.003 0.001 18 3:LC02: SELFW -0.007 0.007 -2.325 -0.754 0.725 0.003 0.005 0.002 19 3:LC02: SELFW -0.002 -0.005 -0.445 -0.061 1.468 0.002 0.004 0.004 20 3:LC02: SELFW 0.003 -0.002 -2.800 1.639 -0.446 -0.003 -0.003 0.001 21 3:LC02: SELFW -0.009 -0.008 -2.768 1.638 1.153 -0.003 -0.006 0.000 22 3:LC02: SELFW -0.005 0.007 -0.501 -0.014 -1.532 0.002 0.004 -0.003 23 3:LC02: SELFW -0.005 -0.008 -2.172 -0.670 -0.795 0.003 0.005 -0.002 24 3:LC02: SELFW 0.001 0.000 -0.453 -0.292 -0.715 0.000 -0.003 -0.001 25 3:LC02: SELFW 0.001 -0.000 -0.589 -0.058 1.242 0.001 -0.001 0.001 26 3:LC02: SELFW -0.005 -0.002 -1.743 1.070 3.184 0.000 0.005 0.001 27 3:LC02: SELFW -0.002 0.004 -1.751 3.889 -0.715 -0.001 0.003 -0.003 28 3:LC02: SELFW -0.001 0.002 -1.310 0.522 -3.192 0.001 0.002 -0.004 29 3:LC02: SELFW 0.001 0.001 -0.795 -0.706 -1.248 0.000 -0.007 -0.003 30 3:LC02: SELFW -0.000 0.001 -0.783 -0.873 0.694 -0.000 -0.008 -0.001 31 3:LC02: SELFW 0.003 0.004 -1.409 -0.193 2.629 0.004 0.000 0.003 32 3:LC02: SELFW -0.022 0.013 -3.097 -1.331 -0.936 0.015 0.020 0.007 33 3:LC02: SELFW -0.016 -0.024 -1.249 -0.566 1.694 0.007 0.007 0.010 34 3:LC02: SELFW -0.009 0.011 -1.143 1.188 -1.966 -0.004 -0.007 0.002 35 3:LC02: SELFW -0.003 0.005 -0.672 -0.536 -1.300 0.002 0.005 -0.003 36 3:LC02: SELFW -0.006 -0.006 -2.101 -0.537 0.312 0.003 0.006 -0.001 37 3:LC02: SELFW 0.001 -0.001 -0.332 -0.532 -1.037 0.001 -0.001 -0.000 38 3:LC02: SELFW -0.000 -0.001 -0.350 -0.529 0.908 0.001 -0.001 0.002 39 3:LC02: SELFW -0.005 -0.005 -0.699 -0.112 0.943 -0.000 -0.001 0.001 40 3:LC02: SELFW -0.001 0.001 -0.004 0.207 -0.492 -0.001 -0.000 0.001 41 3:LC02: SELFW -0.002 0.005 -0.009 -0.142 -0.002 -0.002 -0.002 0.002 42 3:LC02: SELFW -0.009 0.021 -0.076 -0.456 0.007 -0.002 -0.001 0.004 43 3:LC02: SELFW -0.004 0.011 0.034 0.923 -0.004 -0.001 0.001 0.003 44 3:LC02: SELFW -0.002 -0.003 0.036 0.933 -0.005 -0.001 0.001 0.001 45 3:LC02: SELFW -0.010 0.013 -0.186 -0.803 0.017 -0.001 -0.001 -0.001 46 3:LC02: SELFW -0.004 -0.016 -0.048 -1.663 -0.020 -0.001 -0.002 -0.006 47 3:LC02: SELFW 0.016 -0.051 0.514 -0.638 -0.040 -0.007 -0.008 0.002 48 3:LC02: SELFW -0.003 0.066 -0.066 -2.755 0.077 -0.001 -0.004 0.014

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

3

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 3 of 33

Plate Centre Stresses Cont...

Shear Membrane Bending

Plate L/C Qx (N/mm2₎ Qy (N/mm2₎ Sx (N/mm2₎ Sy (N/mm2₎ Sxy (N/mm2₎ Mx (kNm/m) My (kNm/m) Mxy (kNm/m) 49 3:LC02: SELFW -0.005 -0.081 -0.952 -3.934 -0.011 0.002 0.004 0.008 50 3:LC02: SELFW 0.000 0.043 0.110 1.538 -0.015 -0.004 0.000 0.007 51 3:LC02: SELFW -0.010 0.017 0.121 3.783 -0.006 -0.000 0.004 0.004 52 3:LC02: SELFW -0.010 -0.007 0.093 3.231 -0.004 -0.001 0.003 -0.001 53 3:LC02: SELFW -0.002 -0.024 -0.037 -0.821 -0.008 -0.002 -0.001 -0.003 54 3:LC02: SELFW 0.010 0.006 -0.165 -1.644 -0.003 -0.003 -0.005 0.000 55 3:LC02: SELFW -0.008 0.035 -0.152 -2.699 0.003 -0.002 -0.004 0.005 56 3:LC02: SELFW -0.007 0.016 0.036 1.021 -0.004 -0.001 0.001 0.005 57 3:LC02: SELFW -0.003 -0.004 0.054 1.795 -0.006 -0.002 0.001 0.003 58 3:LC02: SELFW -0.014 0.054 -0.073 -1.116 0.035 -0.000 -0.001 0.001 59 3:LC02: SELFW -0.002 -0.022 -0.040 -1.349 -0.028 -0.001 -0.002 -0.005 60 3:LC02: SELFW 0.008 0.014 0.230 -0.146 0.098 -0.003 -0.007 -0.002 61 3:LC02: SELFW 0.008 -0.022 0.240 -0.114 -0.087 -0.003 -0.006 0.001 62 3:LC02: SELFW -0.002 0.020 -0.032 -1.200 0.022 -0.001 -0.002 0.004 63 3:LC02: SELFW -0.013 -0.058 -0.105 -1.201 -0.012 -0.000 -0.001 -0.002 64 3:LC02: SELFW -0.003 0.003 0.055 1.840 0.006 -0.002 0.001 -0.003 65 3:LC02: SELFW -0.007 -0.017 0.036 1.027 0.004 -0.001 0.001 -0.006 66 3:LC02: SELFW -0.008 -0.036 -0.152 -2.722 -0.003 -0.002 -0.004 -0.006 67 3:LC02: SELFW 0.010 -0.006 -0.164 -1.665 0.003 -0.003 -0.005 -0.000 68 3:LC02: SELFW -0.002 0.024 -0.036 -0.842 0.008 -0.002 -0.001 0.003 69 3:LC02: SELFW -0.010 0.006 0.093 3.214 0.005 -0.001 0.003 0.001 70 3:LC02: SELFW -0.010 -0.017 0.121 3.770 0.006 -0.000 0.004 -0.004 71 3:LC02: SELFW 0.000 -0.044 0.110 1.528 0.016 -0.004 0.000 -0.007 72 3:LC02: SELFW -0.005 0.081 -0.952 -3.932 0.010 0.002 0.004 -0.008 73 3:LC02: SELFW -0.003 -0.066 -0.066 -2.759 -0.078 -0.001 -0.004 -0.014 74 3:LC02: SELFW 0.016 0.050 0.518 -0.626 0.041 -0.007 -0.007 -0.002 75 3:LC02: SELFW -0.005 0.015 -0.052 -1.696 0.019 -0.001 -0.002 0.006 76 3:LC02: SELFW -0.008 -0.011 -0.161 -0.794 -0.018 -0.001 -0.001 0.001 77 3:LC02: SELFW -0.002 0.004 0.035 0.907 0.005 -0.001 0.001 -0.001 78 3:LC02: SELFW -0.004 -0.010 0.033 0.919 0.004 -0.001 0.001 -0.003 79 3:LC02: SELFW -0.009 -0.020 -0.075 -0.446 -0.007 -0.002 -0.001 -0.004 80 3:LC02: SELFW -0.002 -0.004 -0.009 -0.139 0.002 -0.002 -0.002 -0.002 81 3:LC02: SELFW 0.009 0.002 -2.558 -1.895 -1.253 0.000 -0.009 0.003 82 3:LC02: SELFW 0.016 0.035 -0.412 -1.167 -1.647 0.012 0.007 0.014 83 3:LC02: SELFW 0.031 -0.006 -0.516 -0.542 -0.174 0.021 0.022 0.007 84 3:LC02: SELFW -0.001 -0.006 -0.011 -0.350 0.425 0.006 0.008 0.001 85 3:LC02: SELFW 0.001 -0.001 -0.531 -0.616 0.476 -0.003 0.001 -0.001 86 3:LC02: SELFW -0.008 0.003 -1.407 -1.038 0.528 0.008 -0.002 -0.003 87 3:LC02: SELFW -0.028 -0.008 -6.552 -1.346 -0.470 0.011 0.000 0.010 88 3:LC02: SELFW -0.002 0.001 0.288 0.413 -0.321 -0.000 -0.001 0.004 89 3:LC02: SELFW -0.000 0.003 -0.004 0.601 -0.276 -0.000 -0.001 0.004 90 3:LC02: SELFW 0.001 0.004 -0.283 0.783 -0.223 -0.001 0.000 0.006 91 3:LC02: SELFW -0.003 0.009 -0.373 0.903 -0.168 0.004 0.005 0.004 92 3:LC02: SELFW 0.048 0.003 -3.563 -1.385 4.320 0.017 0.029 -0.003 93 3:LC02: SELFW 0.001 -0.029 -1.903 -1.935 3.230 0.022 -0.006 -0.018 94 3:LC02: SELFW -0.009 -0.003 -8.302 -2.232 -5.364 0.017 -0.010 0.007 95 3:LC02: SELFW 0.007 0.018 -0.176 -0.987 -1.134 0.008 0.009 0.009 96 3:LC02: SELFW 0.022 -0.009 -0.159 -0.369 -0.669 0.012 0.018 0.002

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

4

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 4 of 33

Plate Centre Stresses Cont...

Shear Membrane Bending

Plate L/C Qx (N/mm2₎ Qy (N/mm2₎ Sx (N/mm2₎ Sy (N/mm2₎ Sxy (N/mm2₎ Mx (kNm/m) My (kNm/m) Mxy (kNm/m) 97 3:LC02: SELFW -0.001 -0.005 -0.191 -0.283 0.394 0.003 0.006 -0.003 98 3:LC02: SELFW 0.000 -0.002 -0.242 -0.592 0.461 -0.002 0.000 -0.003 99 3:LC02: SELFW -0.002 -0.001 -0.129 -0.950 0.519 0.003 -0.003 -0.002 100 3:LC02: SELFW -0.175 0.135 -8.168 -2.378 2.944 0.018 0.007 -0.013 101 3:LC02: SELFW -0.124 -0.094 -8.047 -2.436 -3.978 0.008 -0.008 0.021 102 3:LC02: SELFW -0.002 -0.000 -0.112 -0.978 -0.478 -0.001 -0.003 0.002 103 3:LC02: SELFW 0.001 0.002 -0.217 -0.669 -0.418 -0.001 0.001 0.002 104 3:LC02: SELFW -0.001 0.005 -0.189 -0.410 -0.352 0.002 0.006 0.002 105 3:LC02: SELFW 0.020 0.008 -0.095 -0.513 0.523 0.011 0.017 -0.002 106 3:LC02: SELFW 0.007 -0.016 -0.221 -1.114 1.121 0.007 0.009 -0.008 107 3:LC02: SELFW -0.011 0.004 -8.305 -2.360 5.355 0.017 -0.009 -0.006 108 3:LC02: SELFW 0.000 0.028 -1.859 -1.931 -3.194 0.022 -0.006 0.018 109 3:LC02: SELFW 0.048 -0.003 -3.567 -1.412 -4.326 0.017 0.029 0.003 110 3:LC02: SELFW -0.003 -0.009 -0.374 0.880 0.171 0.004 0.005 -0.004 111 3:LC02: SELFW 0.001 -0.004 -0.284 0.760 0.226 -0.001 0.000 -0.006 112 3:LC02: SELFW -0.000 -0.003 -0.004 0.578 0.279 -0.000 -0.001 -0.004 113 3:LC02: SELFW -0.002 -0.001 0.295 0.390 0.324 -0.000 -0.001 -0.004 114 3:LC02: SELFW -0.029 0.008 -6.620 -1.373 0.444 0.011 0.000 -0.010 115 3:LC02: SELFW -0.008 -0.003 -1.409 -1.033 -0.517 0.008 -0.002 0.003 116 3:LC02: SELFW 0.001 0.001 -0.540 -0.616 -0.465 -0.004 0.001 0.001 117 3:LC02: SELFW -0.002 0.006 -0.005 -0.353 -0.414 0.007 0.008 -0.001 118 3:LC02: SELFW 0.036 0.007 -0.565 -0.578 0.174 0.022 0.023 -0.007 119 3:LC02: SELFW 0.016 -0.037 -0.397 -1.163 1.637 0.013 0.007 -0.015 120 3:LC02: SELFW 0.009 -0.001 -2.561 -1.893 1.240 0.000 -0.010 -0.004 121 3:LC02: SELFW -0.001 0.011 0.049 0.263 -0.030 0.001 0.001 0.001 122 3:LC02: SELFW 0.001 -0.041 -0.092 -1.461 0.137 -0.001 0.001 -0.012 123 3:LC02: SELFW -0.031 0.022 -0.039 -1.287 0.001 -0.006 -0.008 -0.001 124 3:LC02: SELFW 0.001 -0.007 -0.024 -1.278 -0.046 -0.000 0.001 0.001 125 3:LC02: SELFW 0.002 0.009 0.002 -0.209 -0.023 -0.001 0.000 0.001 126 3:LC02: SELFW -0.004 0.009 0.023 1.485 -0.008 -0.001 -0.002 -0.000 127 3:LC02: SELFW -0.019 -0.062 0.035 -0.145 0.004 0.000 0.002 -0.000 128 3:LC02: SELFW 0.002 0.002 0.060 0.775 0.026 -0.001 -0.001 -0.002 129 3:LC02: SELFW -0.000 0.001 0.024 0.011 0.034 -0.001 -0.000 0.000 130 3:LC02: SELFW 0.000 0.004 0.008 -0.731 0.038 -0.001 0.001 0.000 131 3:LC02: SELFW -0.005 0.014 -0.012 -1.216 0.059 -0.000 0.001 -0.000 132 3:LC02: SELFW -0.031 -0.089 -0.813 -5.054 -0.119 -0.002 -0.001 0.003 133 3:LC02: SELFW 0.001 0.063 0.109 2.846 -0.093 -0.003 -0.006 0.014 134 3:LC02: SELFW -0.004 0.025 0.180 1.643 -0.006 0.002 0.003 0.008 135 3:LC02: SELFW -0.001 0.010 -0.080 -2.028 0.069 -0.002 0.000 0.001 136 3:LC02: SELFW -0.038 0.057 -0.282 -2.086 -0.003 -0.003 -0.004 0.005 137 3:LC02: SELFW -0.001 0.009 -0.013 -1.925 -0.018 -0.000 0.002 0.004 138 3:LC02: SELFW -0.001 0.010 0.006 -0.873 -0.005 -0.001 0.000 0.003 139 3:LC02: SELFW -0.002 0.007 0.026 0.383 0.004 -0.001 -0.002 0.003 140 3:LC02: SELFW -0.008 0.013 0.109 -0.280 0.211 0.001 0.001 0.001 141 3:LC02: SELFW -0.000 -0.034 0.113 -0.035 -0.483 -0.000 -0.001 -0.002 142 3:LC02: SELFW -0.002 -0.002 0.029 0.894 0.009 -0.001 -0.002 -0.002 143 3:LC02: SELFW -0.002 -0.016 0.005 -0.562 0.014 -0.001 0.000 -0.003 144 3:LC02: SELFW -0.001 -0.012 -0.016 -1.818 0.027 -0.000 0.002 -0.005

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

5

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 5 of 33

Plate Centre Stresses Cont...

Shear Membrane Bending

Plate L/C Qx (N/mm2₎ Qy (N/mm2₎ Sx (N/mm2₎ Sy (N/mm2₎ Sxy (N/mm2₎ Mx (kNm/m) My (kNm/m) Mxy (kNm/m) 145 3:LC02: SELFW -0.037 -0.065 -0.339 -2.142 -0.008 -0.003 -0.004 -0.006 146 3:LC02: SELFW -0.001 -0.006 -0.081 -2.012 -0.068 -0.002 0.000 -0.000 147 3:LC02: SELFW -0.004 -0.026 0.183 1.657 0.010 0.002 0.003 -0.008 148 3:LC02: SELFW 0.001 -0.064 0.111 2.867 0.094 -0.003 -0.006 -0.015 149 3:LC02: SELFW -0.030 0.089 -0.814 -5.049 0.121 -0.002 -0.001 -0.003 150 3:LC02: SELFW -0.005 -0.014 -0.012 -1.207 -0.060 -0.000 0.001 0.000 151 3:LC02: SELFW 0.000 -0.005 0.008 -0.722 -0.039 -0.001 0.001 -0.001 152 3:LC02: SELFW -0.000 -0.002 0.024 0.019 -0.035 -0.001 -0.000 -0.000 153 3:LC02: SELFW 0.002 -0.002 0.060 0.784 -0.027 -0.001 -0.001 0.002 154 3:LC02: SELFW -0.019 0.060 0.038 -0.109 -0.002 0.000 0.002 0.000 155 3:LC02: SELFW -0.004 -0.009 0.023 1.511 0.008 -0.001 -0.002 0.000 156 3:LC02: SELFW 0.002 -0.009 0.002 -0.206 0.023 -0.001 0.000 -0.001 157 3:LC02: SELFW 0.001 0.008 -0.026 -1.287 0.044 -0.000 0.001 -0.001 158 3:LC02: SELFW -0.027 -0.020 -0.031 -1.271 0.002 -0.006 -0.007 0.001 159 3:LC02: SELFW 0.000 0.039 -0.093 -1.483 -0.129 -0.001 0.001 0.012 160 3:LC02: SELFW -0.001 -0.011 0.048 0.254 0.029 0.001 0.001 -0.001 161 3:LC02: SELFW 0.002 0.000 -7.104 -0.061 -0.617 -0.006 0.001 -0.000 162 3:LC02: SELFW 0.007 0.002 -7.200 -0.055 -0.024 -0.006 0.001 -0.002 163 3:LC02: SELFW 0.004 0.002 -7.065 -0.057 0.035 -0.005 0.001 0.001 164 3:LC02: SELFW 0.002 -0.000 -7.155 -0.061 0.627 -0.006 0.001 0.000 165 3:LC02: SELFW 0.001 0.009 0.117 0.161 0.027 -0.003 -0.002 0.007 166 3:LC02: SELFW 0.009 -0.000 -1.789 -0.002 -0.003 0.001 0.001 0.004 167 3:LC02: SELFW -0.020 -0.008 -1.417 -0.130 0.054 0.008 -0.002 -0.005 168 3:LC02: SELFW -0.024 0.000 0.598 0.043 -0.030 -0.000 0.001 -0.005 169 3:LC02: SELFW -0.020 -0.006 -0.591 0.002 0.033 0.002 -0.000 -0.002 170 3:LC02: SELFW 0.017 -0.004 -1.106 -0.044 0.121 -0.001 -0.003 0.008 171 3:LC02: SELFW 0.001 -0.000 -1.827 -0.002 -0.011 0.000 0.000 0.001 172 3:LC02: SELFW 0.000 0.004 -0.634 0.054 0.021 0.002 -0.000 -0.001 173 3:LC02: SELFW 0.025 -0.000 0.611 0.043 -0.028 0.000 -0.001 0.005 174 3:LC02: SELFW 0.019 0.006 -0.586 0.002 0.032 -0.002 -0.000 0.001 175 3:LC02: SELFW -0.001 -0.009 0.124 0.163 0.027 0.003 0.003 -0.007 176 3:LC02: SELFW -0.009 0.000 -1.803 -0.003 -0.003 -0.001 -0.001 -0.004 177 3:LC02: SELFW 0.019 0.008 -1.432 -0.133 0.054 -0.008 0.002 0.005 178 3:LC02: SELFW 0.001 -0.000 0.862 0.052 -0.101 0.000 -0.000 0.002 179 3:LC02: SELFW -0.014 -0.002 -0.360 0.003 0.022 0.001 -0.000 -0.003 180 3:LC02: SELFW -0.006 0.001 -3.607 -0.013 0.009 -0.008 0.002 0.004 181 3:LC02: SELFW -0.001 -0.002 -6.888 -0.036 -0.711 -0.018 0.008 -0.012 182 3:LC02: SELFW -0.003 0.001 -3.039 -0.014 0.173 -0.010 0.003 0.005 183 3:LC02: SELFW -0.002 -0.001 -2.932 -0.015 -0.152 -0.010 0.003 -0.005 184 3:LC02: SELFW -0.001 0.002 -6.808 -0.036 0.715 -0.018 0.008 0.012 185 3:LC02: SELFW -0.006 -0.001 -3.821 -0.012 -0.015 -0.009 0.002 -0.004 186 3:LC02: SELFW -0.003 0.002 -0.886 -0.000 0.003 0.002 0.001 -0.002 187 3:LC02: SELFW 0.000 -0.002 -1.732 0.000 0.003 -0.001 -0.001 0.000 188 3:LC02: SELFW -0.018 0.002 -0.615 -0.000 0.003 0.002 0.001 -0.009 189 3:LC02: SELFW 0.017 -0.002 -0.597 0.000 0.003 -0.002 -0.001 0.008 190 3:LC02: SELFW -0.001 0.002 -1.711 -0.000 0.003 0.001 0.001 -0.000 191 3:LC02: SELFW 0.004 -0.002 -0.930 0.000 0.003 -0.002 -0.001 0.002 192 3:LC02: SELFW -0.002 0.000 0.867 0.053 -0.106 -0.000 0.000 -0.002

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

6

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 6 of 33

Plate Centre Stresses Cont...

Shear Membrane Bending

Plate L/C Qx (N/mm2₎ Qy (N/mm2₎ Sx (N/mm2₎ Sy (N/mm2₎ Sxy (N/mm2₎ Mx (kNm/m) My (kNm/m) Mxy (kNm/m) 193 3:LC02: SELFW 0.014 0.002 -0.364 0.003 0.023 -0.001 0.000 0.003 194 3:LC02: SELFW -0.000 -0.000 -0.797 -0.239 -0.267 -0.004 -0.000 0.000 195 3:LC02: SELFW -0.000 0.000 -0.943 -0.007 -0.268 -0.003 0.000 0.000 196 3:LC02: SELFW -0.000 0.000 -1.103 0.024 -0.268 -0.002 0.000 0.001 197 3:LC02: SELFW -0.000 -0.000 -1.258 -0.013 -0.268 -0.001 0.000 0.001 198 3:LC02: SELFW -0.000 0.001 -1.417 -0.016 -0.269 0.001 0.000 0.001 199 3:LC02: SELFW -0.002 -0.003 -1.573 0.144 -0.269 0.003 0.000 0.002 200 3:LC02: SELFW -0.001 -0.000 -1.185 -0.023 -0.013 -0.001 -0.000 -0.001 201 3:LC02: SELFW 0.002 0.001 -0.749 -0.013 -0.012 -0.001 0.000 -0.000 202 3:LC02: SELFW 0.003 0.000 -0.254 -0.009 -0.012 -0.000 0.000 -0.001 203 3:LC02: SELFW 0.004 0.000 0.222 -0.008 -0.012 0.000 0.000 -0.001 204 3:LC02: SELFW 0.007 0.000 0.709 -0.003 -0.012 0.001 0.000 -0.001 205 3:LC02: SELFW 0.004 -0.000 1.189 0.014 -0.018 0.001 -0.000 -0.001 206 3:LC02: SELFW 0.003 0.002 -8.935 0.000 -0.032 -0.008 -0.004 -0.001 207 3:LC02: SELFW -0.000 -0.000 -8.965 0.263 -0.030 -0.005 0.001 0.001 208 3:LC02: SELFW 0.000 -0.000 -8.928 -0.016 -0.030 -0.005 -0.000 0.001 209 3:LC02: SELFW 0.000 0.000 -8.866 0.229 -0.032 -0.005 0.000 0.001 210 3:LC02: SELFW 0.000 -0.001 -8.758 -0.117 -0.031 -0.006 0.000 0.000 211 3:LC02: SELFW -0.002 0.003 -8.822 -2.683 -0.021 -0.006 0.001 0.001 212 3:LC02: SELFW 0.021 0.002 -1.425 -0.027 0.007 0.000 -0.000 -0.005 213 3:LC02: SELFW 0.012 -0.001 -1.150 -0.005 -0.004 0.001 0.000 -0.005 214 3:LC02: SELFW 0.015 -0.004 -1.143 0.004 -0.003 0.001 0.000 -0.004 215 3:LC02: SELFW 0.020 -0.001 -1.239 0.005 -0.003 0.001 0.000 -0.004 216 3:LC02: SELFW 0.018 0.008 -1.521 -0.006 -0.003 0.000 0.000 -0.002 217 3:LC02: SELFW -0.021 0.001 -1.102 -0.005 -0.012 0.001 0.000 -0.001 218 3:LC02: SELFW 0.003 -0.002 -8.914 0.004 0.028 -0.008 -0.004 0.001 219 3:LC02: SELFW 0.000 0.000 -8.945 0.261 0.026 -0.005 0.001 -0.001 220 3:LC02: SELFW 0.000 -0.000 -8.909 -0.017 0.027 -0.005 -0.000 -0.001 221 3:LC02: SELFW 0.000 -0.000 -8.849 0.229 0.028 -0.005 0.000 -0.001 222 3:LC02: SELFW 0.000 0.001 -8.742 -0.115 0.028 -0.006 0.000 -0.000 223 3:LC02: SELFW -0.002 -0.003 -8.808 -2.677 0.018 -0.006 0.001 -0.001 224 3:LC02: SELFW -0.021 -0.002 -1.439 -0.028 0.007 -0.000 -0.000 0.005 225 3:LC02: SELFW -0.011 0.001 -1.158 -0.005 -0.004 -0.001 -0.000 0.005 226 3:LC02: SELFW -0.014 0.004 -1.146 0.004 -0.003 -0.001 -0.000 0.004 227 3:LC02: SELFW -0.020 0.001 -1.236 0.005 -0.002 -0.001 -0.000 0.003 228 3:LC02: SELFW -0.017 -0.008 -1.511 -0.006 -0.002 -0.000 -0.000 0.002 229 3:LC02: SELFW 0.022 -0.001 -1.089 -0.005 -0.012 -0.001 -0.000 0.000 230 3:LC02: SELFW -0.002 0.003 -1.588 0.146 0.271 0.003 0.000 -0.002 231 3:LC02: SELFW -0.000 -0.001 -1.430 -0.015 0.272 0.001 0.000 -0.001 232 3:LC02: SELFW -0.000 0.000 -1.270 -0.013 0.271 -0.001 0.000 -0.001 233 3:LC02: SELFW -0.000 -0.000 -1.112 0.025 0.271 -0.002 0.000 -0.001 234 3:LC02: SELFW -0.000 -0.000 -0.950 -0.008 0.271 -0.003 0.000 -0.000 235 3:LC02: SELFW -0.000 0.000 -0.803 -0.242 0.270 -0.005 -0.000 -0.000 236 3:LC02: SELFW -0.005 0.000 1.214 0.014 -0.019 -0.001 0.000 0.001 237 3:LC02: SELFW -0.007 -0.000 0.728 -0.003 -0.013 -0.001 -0.000 0.002 238 3:LC02: SELFW -0.004 -0.000 0.232 -0.008 -0.013 -0.000 -0.000 0.001 239 3:LC02: SELFW -0.004 -0.000 -0.251 -0.009 -0.013 0.000 -0.000 0.001 240 3:LC02: SELFW -0.003 -0.001 -0.753 -0.014 -0.013 0.001 -0.000 0.001

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

7

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 7 of 33

Plate Centre Stresses Cont...

Shear Membrane Bending

Plate L/C Qx (N/mm2₎ Qy (N/mm2₎ Sx (N/mm2₎ Sy (N/mm2₎ Sxy (N/mm2₎ Mx (kNm/m) My (kNm/m) Mxy (kNm/m) 241 3:LC02: SELFW 0.000 0.000 -1.196 -0.023 -0.013 0.001 0.000 0.001

Plate Centre Stress Summary

Shear Membrane Bending

Plate L/C Qx (N/mm2) Qy (N/mm2) Sx (N/mm2) Sy (N/mm2) Sxy (N/mm2) Mx (kNm/m) My (kNm/m) Mxy (kNm/m) Max Qx 92 3:LC02: SELFW 0.048 0.003 -3.563 -1.385 4.320 0.017 0.029 -0.003 Min Qx 100 3:LC02: SELFW -0.175 0.135 -8.168 -2.378 2.944 0.018 0.007 -0.013 Max Qy 100 3:LC02: SELFW -0.175 0.135 -8.168 -2.378 2.944 0.018 0.007 -0.013 Min Qy 101 3:LC02: SELFW -0.124 -0.094 -8.047 -2.436 -3.978 0.008 -0.008 0.021 Max Sx 236 3:LC02: SELFW -0.005 0.000 1.214 0.014 -0.019 -0.001 0.000 0.001 Min Sx 207 3:LC02: SELFW -0.000 -0.000 -8.965 0.263 -0.030 -0.005 0.001 0.001 Max Sy 14 3:LC02: SELFW -0.002 -0.004 -1.750 3.923 0.722 -0.001 0.003 0.003 Min Sy 132 3:LC02: SELFW -0.031 -0.089 -0.813 -5.054 -0.119 -0.002 -0.001 0.003 Max Sxy 107 3:LC02: SELFW -0.011 0.004 -8.305 -2.360 5.355 0.017 -0.009 -0.006 Min Sxy 94 3:LC02: SELFW -0.009 -0.003 -8.302 -2.232 -5.364 0.017 -0.010 0.007 Max Mx 118 3:LC02: SELFW 0.036 0.007 -0.565 -0.578 0.174 0.022 0.023 -0.007 Min Mx 181 3:LC02: SELFW -0.001 -0.002 -6.888 -0.036 -0.711 -0.018 0.008 -0.012 Max My 92 3:LC02: SELFW 0.048 0.003 -3.563 -1.385 4.320 0.017 0.029 -0.003 Min My 94 3:LC02: SELFW -0.009 -0.003 -8.302 -2.232 -5.364 0.017 -0.010 0.007 Max Mxy 101 3:LC02: SELFW -0.124 -0.094 -8.047 -2.436 -3.978 0.008 -0.008 0.021 Min Mxy 93 3:LC02: SELFW 0.001 -0.029 -1.903 -1.935 3.230 0.022 -0.006 -0.018

Plate Centre Principal Stresses

Principal Von Mis Tresca

Plate L/C Top (N/mm2) Bottom (N/mm2) Top (N/mm2) Bottom (N/mm2) Top (N/mm2) Bottom (N/mm2) 1 3:LC02: SELFW 0.486 -0.376 0.748 0.975 0.862 1.114 2 3:LC02: SELFW 1.561 -1.561 1.952 1.540 2.188 1.735 3 3:LC02: SELFW 1.584 -1.584 1.998 1.266 2.245 1.384 4 3:LC02: SELFW 1.492 -1.492 1.897 1.843 2.135 2.072 5 3:LC02: SELFW 1.750 -1.750 1.734 2.101 1.750 2.409 6 3:LC02: SELFW 1.842 -1.842 2.740 2.036 3.149 2.068 7 3:LC02: SELFW 2.438 -2.438 3.458 4.390 3.957 5.032 8 3:LC02: SELFW 2.916 -2.916 4.602 2.043 5.305 2.319 9 3:LC02: SELFW 1.726 -1.726 2.096 4.846 2.332 5.551 10 3:LC02: SELFW 3.538 -3.538 5.148 4.383 5.905 4.930 11 3:LC02: SELFW 1.905 -1.905 1.703 1.623 1.905 1.812 12 3:LC02: SELFW 2.641 -2.641 2.943 1.810 3.173 2.033 13 3:LC02: SELFW 3.971 -3.971 6.473 5.082 7.470 5.837 14 3:LC02: SELFW 4.348 -1.968 5.598 4.795 6.316 5.420 15 3:LC02: SELFW 3.731 -3.731 6.315 5.855 7.291 6.728 16 3:LC02: SELFW 1.755 -1.755 2.473 2.043 2.829 2.335 17 3:LC02: SELFW 1.333 -1.333 1.525 1.094 1.663 1.234 18 3:LC02: SELFW 2.414 -2.414 2.465 2.458 2.512 2.806

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

8

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 8 of 33

Plate Centre Principal Stresses Cont...

Principal Von Mis Tresca

Plate L/C Top (N/mm2₎ Bottom (N/mm2₎ Top (N/mm2₎ Bottom (N/mm2₎ Top (N/mm2₎ Bottom (N/mm2₎ 19 3:LC02: SELFW 1.895 -1.839 3.234 1.976 3.734 2.197 20 3:LC02: SELFW 3.069 -3.069 3.930 4.022 4.429 4.631 21 3:LC02: SELFW 3.363 -3.363 4.264 4.468 4.796 5.155 22 3:LC02: SELFW 1.915 -1.847 3.258 2.188 3.762 2.446 23 3:LC02: SELFW 2.321 -2.321 2.468 2.388 2.593 2.712 24 3:LC02: SELFW 1.351 -1.351 1.557 1.106 1.704 1.245 25 3:LC02: SELFW 1.736 -1.736 2.433 2.029 2.780 2.316 26 3:LC02: SELFW 3.714 -3.714 6.276 5.826 7.246 6.694 27 3:LC02: SELFW 4.313 -1.965 5.562 4.762 6.278 5.385 28 3:LC02: SELFW 3.975 -3.975 6.458 5.079 7.451 5.832 29 3:LC02: SELFW 2.652 -2.652 2.943 1.807 3.166 2.026 30 3:LC02: SELFW 1.929 -1.929 1.726 1.616 1.929 1.800 31 3:LC02: SELFW 3.554 -3.554 5.150 4.382 5.906 4.926 32 3:LC02: SELFW 1.733 -1.733 2.078 4.831 2.303 5.534 33 3:LC02: SELFW 2.940 -2.940 4.637 2.083 5.345 2.352 34 3:LC02: SELFW 2.514 -2.514 3.545 4.438 4.054 5.087 35 3:LC02: SELFW 1.849 -1.849 2.777 2.005 3.193 2.035 36 3:LC02: SELFW 1.808 -1.808 1.826 2.222 1.843 2.541 37 3:LC02: SELFW 1.479 -1.479 1.875 1.844 2.109 2.068 38 3:LC02: SELFW 1.614 -1.614 2.040 1.253 2.292 1.367 39 3:LC02: SELFW 1.584 -1.584 1.981 1.541 2.221 1.736 40 3:LC02: SELFW 0.493 -0.383 0.761 0.995 0.877 1.136 41 3:LC02: SELFW 0.435 -0.435 0.394 0.327 0.435 0.353 42 3:LC02: SELFW 0.825 -0.825 0.808 0.713 0.825 0.815 43 3:LC02: SELFW 1.071 -0.156 1.157 0.954 1.227 0.968 44 3:LC02: SELFW 1.010 -0.114 1.072 0.820 1.124 0.886 45 3:LC02: SELFW 0.905 -0.905 0.812 0.697 0.905 0.739 46 3:LC02: SELFW 2.018 -2.018 2.055 1.765 2.091 1.851 47 3:LC02: SELFW 1.362 -1.362 1.303 1.188 1.362 1.205 48 3:LC02: SELFW 3.625 -3.625 3.826 3.173 3.999 3.393 49 3:LC02: SELFW 3.734 -3.734 3.477 4.053 3.734 4.456 50 3:LC02: SELFW 1.749 -0.416 1.989 1.727 2.164 1.802 51 3:LC02: SELFW 4.186 0.038 4.167 3.410 4.186 3.467 52 3:LC02: SELFW 3.526 -0.006 3.529 2.851 3.532 2.940 53 3:LC02: SELFW 1.083 -1.083 1.052 0.934 1.083 1.028 54 3:LC02: SELFW 2.114 -2.114 1.941 1.218 2.114 1.257 55 3:LC02: SELFW 3.183 -3.183 3.050 2.495 3.183 2.576 56 3:LC02: SELFW 1.264 -0.249 1.405 1.258 1.513 1.307 57 3:LC02: SELFW 1.947 -0.142 2.022 1.640 2.089 1.720 58 3:LC02: SELFW 1.206 -1.206 1.165 1.021 1.206 1.041 59 3:LC02: SELFW 1.658 -1.658 1.657 1.384 1.658 1.463 60 3:LC02: SELFW 0.794 -0.794 0.778 0.725 0.794 0.802 61 3:LC02: SELFW 0.711 -0.711 0.701 0.607 0.711 0.698 62 3:LC02: SELFW 1.468 -1.468 1.465 1.243 1.468 1.317 63 3:LC02: SELFW 1.282 -1.282 1.229 1.128 1.282 1.156 64 3:LC02: SELFW 2.004 -0.149 2.082 1.694 2.153 1.770 65 3:LC02: SELFW 1.291 -0.268 1.444 1.299 1.560 1.358 66 3:LC02: SELFW 3.216 -3.216 3.086 2.529 3.216 2.615

Software licensed to Job Title

Client

Job No Sheet No Rev

Part Ref By Date Chd File Date/Time

9

Print Time/Date: 20/10/2010 16:33 _{STAAD.Pro for Windows 20.07.04.12} Print Run 9 of 33

Plate Centre Principal Stresses Cont...

Principal Von Mis Tresca

Plate L/C Top (N/mm2₎ Bottom (N/mm2₎ Top (N/mm2₎ Bottom (N/mm2₎ Top (N/mm2₎ Bottom (N/mm2₎ 67 3:LC02: SELFW 2.137 -2.137 1.963 1.238 2.137 1.278 68 3:LC02: SELFW 1.096 -1.096 1.060 0.939 1.096 1.030 69 3:LC02: SELFW 3.507 -0.006 3.510 2.834 3.513 2.924 70 3:LC02: SELFW 4.174 0.037 4.156 3.401 4.174 3.456 71 3:LC02: SELFW 1.744 -0.422 1.989 1.730 2.166 1.801 72 3:LC02: SELFW 3.731 -3.731 3.477 4.060 3.731 4.464 73 3:LC02: SELFW 3.642 -3.642 3.850 3.197 4.029 3.423 74 3:LC02: SELFW 1.344 -1.344 1.293 1.196 1.344 1.210 75 3:LC02: SELFW 2.030 -2.030 2.050 1.750 2.069 1.825 76 3:LC02: SELFW 0.889 -0.889 0.800 0.699 0.889 0.729 77 3:LC02: SELFW 0.976 -0.112 1.037 0.790 1.089 0.858 78 3:LC02: SELFW 1.056 -0.145 1.136 0.929 1.202 0.950 79 3:LC02: SELFW 0.797 -0.797 0.775 0.682 0.797 0.779 80 3:LC02: SELFW 0.422 -0.422 0.381 0.314 0.422 0.337 81 3:LC02: SELFW 3.598 -3.598 3.117 3.531 3.598 3.555 82 3:LC02: SELFW 0.800 -0.597 1.214 5.427 1.396 5.959 83 3:LC02: SELFW 1.955 0.997 1.693 2.911 1.955 3.362 84 3:LC02: SELFW 1.020 -0.018 1.029 1.131 1.037 1.285 85 3:LC02: SELFW 1.096 -1.096 0.979 1.180 1.096 1.263 86 3:LC02: SELFW 1.322 -1.322 1.150 2.325 1.322 2.531 87 3:LC02: SELFW 5.581 -5.581 5.060 7.373 5.581 7.851 88 3:LC02: SELFW 0.309 0.222 0.276 1.265 0.309 1.371 89 3:LC02: SELFW 0.537 -0.066 0.573 1.337 0.603 1.486 90 3:LC02: SELFW 0.902 -0.525 1.251 1.651 1.428 1.872 91 3:LC02: SELFW 1.428 -0.013 1.435 1.339 1.442 1.533 92 3:LC02: SELFW 4.652 -4.652 7.538 9.282 8.697 9.284 93 3:LC02: SELFW 3.228 -3.228 3.728 9.195 4.080 10.167 94 3:LC02: SELFW 10.010 -10.010 10.079 13.906 10.147 14.699 95 3:LC02: SELFW 0.684 -0.240 0.831 3.747 0.925 4.020 96 3:LC02: SELFW 1.671 0.668 1.456 2.369 1.671 2.651 97 3:LC02: SELFW 0.391 0.006 0.387 1.345 0.391 1.345 98 3:LC02: SELFW 0.691 -0.691 0.602 1.394 0.691 1.559 99 3:LC02: SELFW 1.346 -1.346 1.456 1.313 1.545 1.399 100 3:LC02: SELFW 7.093 -7.093 6.585 11.274 7.093 11.766 101 3:LC02: SELFW 8.065 -8.065 7.181 13.155 8.065 13.919 102 3:LC02: SELFW 1.305 -1.305 1.237 1.365 1.305 1.520 103 3:LC02: SELFW 0.709 -0.709 0.633 1.289 0.709 1.403 104 3:LC02: SELFW 0.242 -0.052 0.271 1.297 0.294 1.327 105 3:LC02: SELFW 1.386 0.684 1.201 2.204 1.386 2.491 106 3:LC02: SELFW 0.621 -0.426 0.912 3.668 1.047 3.899 107 3:LC02: SELFW 10.025 -10.025 10.079 13.844 10.131 14.565 108 3:LC02: SELFW 3.196 -3.196 3.710 9.103 4.069 10.064 109 3:LC02: SELFW 4.693 -4.693 7.556 9.276 8.716 9.280 110 3:LC02: SELFW 1.407 -0.018 1.416 1.324 1.425 1.513 111 3:LC02: SELFW 0.880 -0.523 1.228 1.636 1.403 1.858 112 3:LC02: SELFW 0.512 -0.065 0.547 1.324 0.576 1.474 113 3:LC02: SELFW 0.292 0.225 0.265 1.261 0.292 1.370 114 3:LC02: SELFW 5.644 -5.644 5.116 7.431 5.644 7.922