Barge 180Ft Deck Load Capacity & Strength-Rev1

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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 PREPARED DESCRIPTION

description

Perhitungan tentang kapasitas dan kemampuan barge untuk pengangkutan PIPA.

Transcript of Barge 180Ft Deck Load Capacity & Strength-Rev1

  • SOUTH EAST SUMATERA MARINE OPERATIONCHINA 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/AREVISION

    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 ForbiddenWithout Prior Written Authorization of The Owner

    PT. BERKAT PETROINDO NUSA SEJAHTERA

    MARINE TRANSPORTATION ENGINEERING

    IFI Issued For Information WY

    PREPARED DESCRIPTION

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    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

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    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/meter2 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) 9th 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 Classification : BKI (assumed)

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    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 (LD) = 45.72 Meters Width of deck loading area (BD) = 14.0 Meters So, the total loading area (AD) to be = 640.08 Meters2 Allowable deck load (WALL) = 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.

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    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 (WMIN) = 0.451 meter3 Allowable Bending Stress (FB = 0.66 FY) = 16704.93 Ton/meter2 Allowable Bending Moment (BMALL) = 7533.923 Ton. Meter

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

    Shear Area from the vessels 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 (FV = 0.40 FY) = 10124 Ton/meter2 Minimum Shear Area (AV) = 0.0732 meter2 Allowable Shear Force (VALL) = 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.

    Figure 6.1 Barge Model In Maxsurf & Hydromax.PRO

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    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 < (VALL) Bending Moment (BM) = 375.114 Ton < (BMALL)

    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 < (VALL) Bending Moment (BM) = 1806.0 Ton < (BMALL)

    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 < (VALL) Bending Moment (BM) = 3272.0 Ton < (BMALL)

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    FOR TYPICAL BARGE 180FT X 50FT X 10FT Page 7

    Figure 6.3 Shear Force & Bending Moment Curve @ Sagging Case

    Figure 6.4 Shear Force & Bending Moment Curve @ Hogging Case

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    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 (Fv) = 0.40 Fy - Von Mises (Fvm) = 0.75 Fy

    Where Fy denotes yield strength, using ASTM-36 (248 N/mm2). 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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    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/mm2) Allowable (N/mm2) Von Mises

    (N/mm2) Allowable (N/mm2) 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

    Figure 7.3 Maximum Von Mises Stress Contour

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    APPENDIX-1

    CALCULATION NOTE

  • Cargo Barge Data: Deck Loading Data:

    Length Overall (Loa) 54.864 Meter Length of Deck Loading (LD) 45.72 MeterBreadth Moulded (B) 15.24 Meter Width of Deck Loading (BD) 14 MeterDepth Moulded (H) 3.048 Meter Allowable Deck Load (WALL) 1.5 Ton/MFrame 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 TonMaximum 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 CALCULATIONON TYPICAL BARGE 180FT X 50FT X 10FT

    DECK LOADING AREA (AD)

    WD

    LD

  • 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 ( 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 SectionTypical Barge 180Ft x 50Ft x 10Ft

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    APPENDIX-2

    LONGITUDINAL STRENGTH PROGRAM OUTPUT

  • Trim 0.000 meterHeel 0.000 degreeWater Density 1.025 Ton/m3

    Draft Displ. Draft Draft WL Wetted Waterplane LCB LCF KB KG BMt BML GMt GML KMt KML TPC MTCAmidship 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 0.0000.031 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 22.0960.062 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 22.3050.092 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 22.5150.123 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 22.7260.154 110.400 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 22.9390.185 133.000 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 23.1540.216 155.600 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 23.3700.246 178.400 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 23.5870.277 201.400 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 23.8060.308 224.400 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 24.0270.339 247.700 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 24.2490.369 271.000 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 24.4730.400 294.600 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 24.6980.431 318.200 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 24.9240.462 342.000 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 25.1530.493 365.900 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 25.3830.523 390.000 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 25.6140.554 414.200 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 25.8470.585 438.600 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 26.0810.616 463.100 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 26.3180.647 487.800 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 26.5550.677 495.400 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 26.7940.708 519.000 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 26.9950.739 542.000 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 27.1980.770 566.000 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 27.4020.800 589.000 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 27.6070.831 613.000 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 27.8130.862 636.000 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 28.0200.893 660.000 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 28.2290.924 684.000 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 28.4390.954 707.000 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 28.6500.985 731.000 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 28.8621.016 755.000 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 29.0751.047 779.000 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 29.2901.078 803.000 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 29.5061.108 827.000 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 29.7231.139 852.000 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 29.9411.170 876.000 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 30.1601.201 900.000 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 30.3811.232 924.000 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 30.6031.262 949.000 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 30.8261.293 973.000 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 31.0501.324 998.000 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 31.2761.355 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 31.5031.385 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 31.7311.416 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 31.9601.447 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 32.1911.478 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 32.4221.509 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 32.6521.539 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 32.8841.570 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 33.1161.601 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 33.3501.632 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 33.5851.663 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 33.8211.693 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 34.0581.724 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 34.2971.755 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 34.5371.786 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 34.7781.816 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 35.0201.847 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 35.2641.878 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 35.5091.909 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 35.7551.940 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 36.0031.970 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 36.2512.001 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 36.5022.032 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 36.7532.063 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 37.0062.094 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 37.2592.124 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 37.5152.155 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 37.7712.186 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 38.0292.217 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 38.2882.248 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 38.5492.278 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 38.6432.309 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 38.6442.340 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 38.6452.371 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 38.6462.401 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 38.6472.432 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 38.6482.463 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 38.6502.494 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 38.6512.525 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 38.6532.555 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 38.6552.586 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 38.6572.617 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 38.6592.648 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 38.6622.679 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 38.6642.709 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 38.6672.740 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 38.6702.771 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 38.6732.802 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 38.6762.832 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 38.6792.863 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 38.6832.894 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 38.6862.925 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 38.6902.956 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 38.6942.986 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 38.6983.017 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 38.7023.048 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

    BARGE HYDROSTATIC PROPERTIES

  • 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 0.0002 Maximum Deck Loading 1 950.000 27.432 49.378 5.486 5.048 0.0003 Tank 1S 0.00% 0.000 2.743 1.978 3.8104 Tank 1P 0.00% 0.000 2.743 1.978 -3.8105 Tank 2S 0.00% 0.000 9.144 1.524 3.8106 Tank 2P 0.00% 0.000 9.144 1.524 -3.8107 Tank 3S 0.00% 0.000 18.288 1.524 3.8108 Tank 3P 0.00% 0.000 18.288 1.524 -3.8109 Tank 4S 0.00% 0.000 27.432 1.524 3.81010 Tank 4P 0.00% 0.000 27.432 1.524 -3.81011 Tank 5S 0.00% 0.000 36.576 1.524 3.81012 Tank 5P 0.00% 0.000 36.576 1.524 -3.81013 Tank 6S 0.00% 0.000 45.720 1.524 3.81014 Tank 6P 0.00% 0.000 45.720 1.524 -3.81015 Tank 7S 0.00% 0.000 52.121 1.978 3.81016 Tank 7P 0.00% 0.000 52.121 1.978 -3.810

    Total Weight= 1271.00 LCG=27.432 VCG=4.313 TCG=0.000FS corr.=0

    VCG fluid=4.313

    WEIGHT DISTRIBUTION TABLE

  • 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 9.1992 st 32 3.227 15.455 5.842 -9.613 -1.934 21.5233 st 31 4.841 25.959 5.842 -20.118 21.951 9.8984 st 30 6.455 25.959 27.485 1.526 33.348 -39.255 st 29 8.068 25.959 27.485 1.526 30.783 -88.9286 st 28 9.682 25.959 27.485 1.526 28.218 -134.6337 st 27 11.296 25.959 27.486 1.526 25.653 -176.3648 st 26 12.909 25.959 27.486 1.526 23.089 -214.1229 st 25 14.523 25.959 27.486 1.526 20.524 -247.90610 st 24 16.136 25.959 27.486 1.526 17.959 -277.71711 st 23 17.750 25.959 27.486 1.526 15.394 -303.55312 st 22 19.364 25.959 27.486 1.526 12.829 -325.41613 st 21 20.977 25.959 27.486 1.526 10.264 -343.30414 st 20 22.591 25.959 27.486 1.526 7.698 -357.21815 st 19 24.205 25.959 27.486 1.526 5.133 -367.15816 st 18 25.818 25.959 27.486 1.526 2.568 -373.12317 st 17 27.432 25.959 27.486 1.526 0.002 -375.11418 st 16 29.046 25.959 27.486 1.526 -2.563 -373.1319 st 15 30.659 25.959 27.486 1.527 -5.129 -367.17120 st 14 32.273 25.959 27.486 1.527 -7.695 -357.23821 st 13 33.887 25.959 27.486 1.527 -10.26 -343.32922 st 12 35.500 25.959 27.486 1.527 -12.826 -325.44623 st 11 37.114 25.959 27.486 1.527 -15.392 -303.58724 st 10 38.728 25.959 27.486 1.527 -17.958 -277.75225 st 9 40.341 25.959 27.486 1.527 -20.524 -247.94326 st 8 41.955 25.959 27.486 1.527 -23.09 -214.15727 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 -176.39628 st 6 45.182 25.959 27.486 1.527 -28.222 -134.6629 st 5 46.796 25.959 27.486 1.527 -30.789 -88.94730 st 4 48.409 25.959 27.487 1.527 -33.355 -39.25831 st 3 50.023 25.959 5.842 -20.118 -21.951 9.89832 st 2 51.637 15.455 5.842 -9.613 1.934 21.52333 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 10.0002 st 32 3.227 0.000 5.842 5.842 -19.000 36.0003 st 31 4.841 3.384 5.842 2.458 -26.000 76.0004 st 30 6.455 8.493 27.486 18.993 -47.000 131.0005 st 29 8.068 13.223 27.486 14.262 -74.000 231.0006 st 28 9.682 17.575 27.486 9.910 -93.000 368.0007 st 27 11.296 21.549 27.486 5.937 -106.000 531.0008 st 26 12 909 25 144 27 486 2 342 113 000 710 0008 st 26 12.909 25.144 27.486 2.342 -113.000 710.0009 st 25 14.523 28.361 27.486 -0.875 -114.000 896.00010 st 24 16.136 31.199 27.486 -3.713 -111.000 1079.00011 st 23 17.750 33.659 27.486 -6.173 -103.000 1252.00012 st 22 19.364 35.740 27.486 -8.255 -91.000 1410.00013 st 21 20.977 37.443 27.486 -9.957 -77.000 1547.00014 st 20 22.591 38.768 27.486 -11.282 -60.000 1658.00015 st 19 24.205 39.714 27.486 -12.228 -41.000 1739.00016 st 18 25.818 40.282 27.486 -12.796 -21.000 1789.00017 st 17 27.432 40.471 27.486 -12.985 0.000 1806.00018 st 16 29.046 40.282 27.486 -12.796 21.000 1789.00019 st 15 30.659 39.714 27.486 -12.228 41.000 1739.00020 st 14 32.273 38.768 27.486 -11.282 60.000 1658.00021 st 13 33.887 37.443 27.486 -9.957 77.000 1547.00022 st 12 35.500 35.740 27.486 -8.255 91.000 1410.00023 st 11 37.114 33.659 27.486 -6.173 103.000 1252.00024 st 10 38.728 31.199 27.486 -3.713 111.000 1079.00025 st 9 40.341 28.361 27.486 -0.875 114.000 896.00026 st 8 41.955 25.144 27.486 2.342 113.000 710.00027 st 7 43.568 21.549 27.486 5.937 106.000 531.00027 st 7 43.568 21.549 27.486 5.937 106.000 531.00028 st 6 45.182 17.575 27.486 9.910 93.000 368.00029 st 5 46.796 13.223 27.486 14.262 74.000 231.00030 st 4 48.409 8.493 27.486 18.993 47.000 131.00031 st 3 50.023 3.384 5.842 2.458 26.000 76.00032 st 2 51.637 0.000 5.842 5.842 19.000 36.00033 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 -12.0002 st 32 3.227 37.117 5.842 -31.275 60.000 -74.0003 st 31 4.841 46.354 5.842 -40.512 118.000 -215.0004 st 30 6.455 41.245 27.486 -13.759 158.000 -445.0005 st 29 8.068 36.514 27.486 -9.029 177.000 -716.0006 st 28 9.682 32.162 27.486 -4.677 188.000 -1010.0007 st 27 11.296 28.189 27.486 -0.703 192.000 -1316.0008 st 26 12 909 24 594 27 486 2 892 190 000 1624 0008 st 26 12.909 24.594 27.486 2.892 190.000 -1624.0009 st 25 14.523 21.377 27.486 6.109 183.000 -1926.00010 st 24 16.136 18.539 27.486 8.947 171.000 -2211.00011 st 23 17.750 16.079 27.486 11.407 154.000 -2473.00012 st 22 19.364 13.997 27.486 13.488 134.000 -2706.00013 st 21 20.977 12.294 27.486 15.191 111.000 -2904.00014 st 20 22.591 10.970 27.486 16.516 85.000 -3062.00015 st 19 24.205 10.024 27.486 17.462 58.000 -3178.00016 st 18 25.818 9.456 27.486 18.030 29.000 -3248.00017 st 17 27.432 9.267 27.486 18.219 0.000 -3272.00018 st 16 29.046 9.456 27.486 18.030 -29.000 -3248.00019 st 15 30.659 10.024 27.486 17.462 -58.000 -3178.00020 st 14 32.273 10.970 27.486 16.516 -85.000 -3062.00021 st 13 33.887 12.294 27.486 15.191 -111.000 -2904.00022 st 12 35.500 13.997 27.486 13.488 -134.000 -2706.00023 st 11 37.114 16.079 27.486 11.407 -154.000 -2473.00024 st 10 38.728 18.539 27.486 8.947 -171.000 -2211.00025 st 9 40.341 21.377 27.486 6.109 -183.000 -1926.00026 st 8 41.955 24.594 27.486 2.892 -190.000 -1624.00027 st 7 43.568 28.189 27.486 -0.703 -192.000 -1316.00027 st 7 43.568 28.189 27.486 0.703 192.000 1316.00028 st 6 45.182 32.162 27.486 -4.677 -188.000 -1010.00029 st 5 46.796 36.514 27.486 -9.029 -177.000 -716.00030 st 4 48.409 41.245 27.486 -13.759 -158.000 -445.00031 st 3 50.023 46.354 5.842 -40.512 -118.000 -215.00032 st 2 51.637 37.117 5.842 -31.276 -60.000 -74.00033 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

    DECK FRAME STRENGTH PROGRAM OUTPUT

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    Basic Load CasesNumber Name

    1 LC00: SELFWEIGHT2 LC01: LOAD ON FRAME COLUMN

    Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

    3 LC02: SELFWEIGHT + DECK LOAD 1 LC00: SELFWEIGHT 1.002 LC01: LOAD ON FRAME COLUMN 1.00

    Load GeneratorsThere is no data of this type.

    Selfweight : 1 LC00: SELFWEIGHTDirection Factor

    Y -1.000

    Node Loads : 2 LC01: LOAD ON FRAME COLUMNNode 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 - - - -

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    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 -0.0012 3:LC02: SELFW -0.005 0.005 -0.694 -0.112 -0.935 -0.000 -0.001 -0.0013 3:LC02: SELFW -0.000 0.001 -0.343 -0.526 -0.900 0.001 -0.001 -0.0024 3:LC02: SELFW 0.001 0.001 -0.323 -0.522 1.045 0.001 -0.001 0.0005 3:LC02: SELFW -0.005 0.006 -2.019 -0.555 -0.265 0.003 0.005 0.0016 3:LC02: SELFW -0.003 -0.004 -0.704 -0.532 1.297 0.002 0.005 0.0037 3:LC02: SELFW -0.009 -0.012 -1.101 1.172 1.939 -0.004 -0.007 -0.0028 3:LC02: SELFW -0.016 0.024 -1.249 -0.566 -1.662 0.007 0.007 -0.0109 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 -0.00311 3:LC02: SELFW -0.000 -0.001 -0.783 -0.848 -0.692 -0.000 -0.008 0.00212 3:LC02: SELFW 0.001 -0.001 -0.795 -0.679 1.250 0.000 -0.007 0.00313 3:LC02: SELFW -0.001 -0.002 -1.310 0.550 3.194 0.001 0.002 0.00414 3:LC02: SELFW -0.002 -0.004 -1.750 3.923 0.722 -0.001 0.003 0.00315 3:LC02: SELFW -0.005 0.003 -1.753 1.095 -3.198 0.000 0.005 -0.00116 3:LC02: SELFW 0.000 0.000 -0.593 -0.041 -1.256 0.001 -0.001 -0.00217 3:LC02: SELFW 0.001 -0.000 -0.449 -0.287 0.700 0.000 -0.003 0.00118 3:LC02: SELFW -0.007 0.007 -2.325 -0.754 0.725 0.003 0.005 0.00219 3:LC02: SELFW -0.002 -0.005 -0.445 -0.061 1.468 0.002 0.004 0.00420 3:LC02: SELFW 0.003 -0.002 -2.800 1.639 -0.446 -0.003 -0.003 0.00121 3:LC02: SELFW -0.009 -0.008 -2.768 1.638 1.153 -0.003 -0.006 0.00022 3:LC02: SELFW -0.005 0.007 -0.501 -0.014 -1.532 0.002 0.004 -0.00323 3:LC02: SELFW -0.005 -0.008 -2.172 -0.670 -0.795 0.003 0.005 -0.00224 3:LC02: SELFW 0.001 0.000 -0.453 -0.292 -0.715 0.000 -0.003 -0.00125 3:LC02: SELFW 0.001 -0.000 -0.589 -0.058 1.242 0.001 -0.001 0.00126 3:LC02: SELFW -0.005 -0.002 -1.743 1.070 3.184 0.000 0.005 0.00127 3:LC02: SELFW -0.002 0.004 -1.751 3.889 -0.715 -0.001 0.003 -0.00328 3:LC02: SELFW -0.001 0.002 -1.310 0.522 -3.192 0.001 0.002 -0.00429 3:LC02: SELFW 0.001 0.001 -0.795 -0.706 -1.248 0.000 -0.007 -0.00330 3:LC02: SELFW -0.000 0.001 -0.783 -0.873 0.694 -0.000 -0.008 -0.00131 3:LC02: SELFW 0.003 0.004 -1.409 -0.193 2.629 0.004 0.000 0.00332 3:LC02: SELFW -0.022 0.013 -3.097 -1.331 -0.936 0.015 0.020 0.00733 3:LC02: SELFW -0.016 -0.024 -1.249 -0.566 1.694 0.007 0.007 0.01034 3:LC02: SELFW -0.009 0.011 -1.143 1.188 -1.966 -0.004 -0.007 0.00235 3:LC02: SELFW -0.003 0.005 -0.672 -0.536 -1.300 0.002 0.005 -0.00336 3:LC02: SELFW -0.006 -0.006 -2.101 -0.537 0.312 0.003 0.006 -0.00137 3:LC02: SELFW 0.001 -0.001 -0.332 -0.532 -1.037 0.001 -0.001 -0.00038 3:LC02: SELFW -0.000 -0.001 -0.350 -0.529 0.908 0.001 -0.001 0.00239 3:LC02: SELFW -0.005 -0.005 -0.699 -0.112 0.943 -0.000 -0.001 0.00140 3:LC02: SELFW -0.001 0.001 -0.004 0.207 -0.492 -0.001 -0.000 0.00141 3:LC02: SELFW -0.002 0.005 -0.009 -0.142 -0.002 -0.002 -0.002 0.00242 3:LC02: SELFW -0.009 0.021 -0.076 -0.456 0.007 -0.002 -0.001 0.00443 3:LC02: SELFW -0.004 0.011 0.034 0.923 -0.004 -0.001 0.001 0.00344 3:LC02: SELFW -0.002 -0.003 0.036 0.933 -0.005 -0.001 0.001 0.00145 3:LC02: SELFW -0.010 0.013 -0.186 -0.803 0.017 -0.001 -0.001 -0.00146 3:LC02: SELFW -0.004 -0.016 -0.048 -1.663 -0.020 -0.001 -0.002 -0.00647 3:LC02: SELFW 0.016 -0.051 0.514 -0.638 -0.040 -0.007 -0.008 0.00248 3:LC02: SELFW -0.003 0.066 -0.066 -2.755 0.077 -0.001 -0.004 0.014

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    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 0.00850 3:LC02: SELFW 0.000 0.043 0.110 1.538 -0.015 -0.004 0.000 0.00751 3:LC02: SELFW -0.010 0.017 0.121 3.783 -0.006 -0.000 0.004 0.00452 3:LC02: SELFW -0.010 -0.007 0.093 3.231 -0.004 -0.001 0.003 -0.00153 3:LC02: SELFW -0.002 -0.024 -0.037 -0.821 -0.008 -0.002 -0.001 -0.00354 3:LC02: SELFW 0.010 0.006 -0.165 -1.644 -0.003 -0.003 -0.005 0.00055 3:LC02: SELFW -0.008 0.035 -0.152 -2.699 0.003 -0.002 -0.004 0.00556 3:LC02: SELFW -0.007 0.016 0.036 1.021 -0.004 -0.001 0.001 0.00557 3:LC02: SELFW -0.003 -0.004 0.054 1.795 -0.006 -0.002 0.001 0.00358 3:LC02: SELFW -0.014 0.054 -0.073 -1.116 0.035 -0.000 -0.001 0.00159 3:LC02: SELFW -0.002 -0.022 -0.040 -1.349 -0.028 -0.001 -0.002 -0.00560 3:LC02: SELFW 0.008 0.014 0.230 -0.146 0.098 -0.003 -0.007 -0.00261 3:LC02: SELFW 0.008 -0.022 0.240 -0.114 -0.087 -0.003 -0.006 0.00162 3:LC02: SELFW -0.002 0.020 -0.032 -1.200 0.022 -0.001 -0.002 0.00463 3:LC02: SELFW -0.013 -0.058 -0.105 -1.201 -0.012 -0.000 -0.001 -0.00264 3:LC02: SELFW -0.003 0.003 0.055 1.840 0.006 -0.002 0.001 -0.00365 3:LC02: SELFW -0.007 -0.017 0.036 1.027 0.004 -0.001 0.001 -0.00666 3:LC02: SELFW -0.008 -0.036 -0.152 -2.722 -0.003 -0.002 -0.004 -0.00667 3:LC02: SELFW 0.010 -0.006 -0.164 -1.665 0.003 -0.003 -0.005 -0.00068 3:LC02: SELFW -0.002 0.024 -0.036 -0.842 0.008 -0.002 -0.001 0.00369 3:LC02: SELFW -0.010 0.006 0.093 3.214 0.005 -0.001 0.003 0.00170 3:LC02: SELFW -0.010 -0.017 0.121 3.770 0.006 -0.000 0.004 -0.00471 3:LC02: SELFW 0.000 -0.044 0.110 1.528 0.016 -0.004 0.000 -0.00772 3:LC02: SELFW -0.005 0.081 -0.952 -3.932 0.010 0.002 0.004 -0.00873 3:LC02: SELFW -0.003 -0.066 -0.066 -2.759 -0.078 -0.001 -0.004 -0.01474 3:LC02: SELFW 0.016 0.050 0.518 -0.626 0.041 -0.007 -0.007 -0.00275 3:LC02: SELFW -0.005 0.015 -0.052 -1.696 0.019 -0.001 -0.002 0.00676 3:LC02: SELFW -0.008 -0.011 -0.161 -0.794 -0.018 -0.001 -0.001 0.00177 3:LC02: SELFW -0.002 0.004 0.035 0.907 0.005 -0.001 0.001 -0.00178 3:LC02: SELFW -0.004 -0.010 0.033 0.919 0.004 -0.001 0.001 -0.00379 3:LC02: SELFW -0.009 -0.020 -0.075 -0.446 -0.007 -0.002 -0.001 -0.00480 3:LC02: SELFW -0.002 -0.004 -0.009 -0.139 0.002 -0.002 -0.002 -0.00281 3:LC02: SELFW 0.009 0.002 -2.558 -1.895 -1.253 0.000 -0.009 0.00382 3:LC02: SELFW 0.016 0.035 -0.412 -1.167 -1.647 0.012 0.007 0.01483 3:LC02: SELFW 0.031 -0.006 -0.516 -0.542 -0.174 0.021 0.022 0.00784 3:LC02: SELFW -0.001 -0.006 -0.011 -0.350 0.425 0.006 0.008 0.00185 3:LC02: SELFW 0.001 -0.001 -0.531 -0.616 0.476 -0.003 0.001 -0.00186 3:LC02: SELFW -0.008 0.003 -1.407 -1.038 0.528 0.008 -0.002 -0.00387 3:LC02: SELFW -0.028 -0.008 -6.552 -1.346 -0.470 0.011 0.000 0.01088 3:LC02: SELFW -0.002 0.001 0.288 0.413 -0.321 -0.000 -0.001 0.00489 3:LC02: SELFW -0.000 0.003 -0.004 0.601 -0.276 -0.000 -0.001 0.00490 3:LC02: SELFW 0.001 0.004 -0.283 0.783 -0.223 -0.001 0.000 0.00691 3:LC02: SELFW -0.003 0.009 -0.373 0.903 -0.168 0.004 0.005 0.00492 3:LC02: SELFW 0.048 0.003 -3.563 -1.385 4.320 0.017 0.029 -0.00393 3:LC02: SELFW 0.001 -0.029 -1.903 -1.935 3.230 0.022 -0.006 -0.01894 3:LC02: SELFW -0.009 -0.003 -8.302 -2.232 -5.364 0.017 -0.010 0.00795 3:LC02: SELFW 0.007 0.018 -0.176 -0.987 -1.134 0.008 0.009 0.00996 3:LC02: SELFW 0.022 -0.009 -0.159 -0.369 -0.669 0.012 0.018 0.002

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    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 -0.00398 3:LC02: SELFW 0.000 -0.002 -0.242 -0.592 0.461 -0.002 0.000 -0.00399 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 -0.013101 3:LC02: SELFW -0.124 -0.094 -8.047 -2.436 -3.978 0.008 -0.008 0.021102 3:LC02: SELFW -0.002 -0.000 -0.112 -0.978 -0.478 -0.001 -0.003 0.002103 3:LC02: SELFW 0.001 0.002 -0.217 -0.669 -0.418 -0.001 0.001 0.002104 3:LC02: SELFW -0.001 0.005 -0.189 -0.410 -0.352 0.002 0.006 0.002105 3:LC02: SELFW 0.020 0.008 -0.095 -0.513 0.523 0.011 0.017 -0.002106 3:LC02: SELFW 0.007 -0.016 -0.221 -1.114 1.121 0.007 0.009 -0.008107 3:LC02: SELFW -0.011 0.004 -8.305 -2.360 5.355 0.017 -0.009 -0.006108 3:LC02: SELFW 0.000 0.028 -1.859 -1.931 -3.194 0.022 -0.006 0.018109 3:LC02: SELFW 0.048 -0.003 -3.567 -1.412 -4.326 0.017 0.029 0.003110 3:LC02: SELFW -0.003 -0.009 -0.374 0.880 0.171 0.004 0.005 -0.004111 3:LC02: SELFW 0.001 -0.004 -0.284 0.760 0.226 -0.001 0.000 -0.006112 3:LC02: SELFW -0.000 -0.003 -0.004 0.578 0.279 -0.000 -0.001 -0.004113 3:LC02: SELFW -0.002 -0.001 0.295 0.390 0.324 -0.000 -0.001 -0.004114 3:LC02: SELFW -0.029 0.008 -6.620 -1.373 0.444 0.011 0.000 -0.010115 3:LC02: SELFW -0.008 -0.003 -1.409 -1.033 -0.517 0.008 -0.002 0.003116 3:LC02: SELFW 0.001 0.001 -0.540 -0.616 -0.465 -0.004 0.001 0.001117 3:LC02: SELFW -0.002 0.006 -0.005 -0.353 -0.414 0.007 0.008 -0.001118 3:LC02: SELFW 0.036 0.007 -0.565 -0.578 0.174 0.022 0.023 -0.007119 3:LC02: SELFW 0.016 -0.037 -0.397 -1.163 1.637 0.013 0.007 -0.015120 3:LC02: SELFW 0.009 -0.001 -2.561 -1.893 1.240 0.000 -0.010 -0.004121 3:LC02: SELFW -0.001 0.011 0.049 0.263 -0.030 0.001 0.001 0.001122 3:LC02: SELFW 0.001 -0.041 -0.092 -1.461 0.137 -0.001 0.001 -0.012123 3:LC02: SELFW -0.031 0.022 -0.039 -1.287 0.001 -0.006 -0.008 -0.001124 3:LC02: SELFW 0.001 -0.007 -0.024 -1.278 -0.046 -0.000 0.001 0.001125 3:LC02: SELFW 0.002 0.009 0.002 -0.209 -0.023 -0.001 0.000 0.001126 3:LC02: SELFW -0.004 0.009 0.023 1.485 -0.008 -0.001 -0.002 -0.000127 3:LC02: SELFW -0.019 -0.062 0.035 -0.145 0.004 0.000 0.002 -0.000128 3:LC02: SELFW 0.002 0.002 0.060 0.775 0.026 -0.001 -0.001 -0.002129 3:LC02: SELFW -0.000 0.001 0.024 0.011 0.034 -0.001 -0.000 0.000130 3:LC02: SELFW 0.000 0.004 0.008 -0.731 0.038 -0.001 0.001 0.000131 3:LC02: SELFW -0.005 0.014 -0.012 -1.216 0.059 -0.000 0.001 -0.000132 3:LC02: SELFW -0.031 -0.089 -0.813 -5.054 -0.119 -0.002 -0.001 0.003133 3:LC02: SELFW 0.001 0.063 0.109 2.846 -0.093 -0.003 -0.006 0.014134 3:LC02: SELFW -0.004 0.025 0.180 1.643 -0.006 0.002 0.003 0.008135 3:LC02: SELFW -0.001 0.010 -0.080 -2.028 0.069 -0.002 0.000 0.001136 3:LC02: SELFW -0.038 0.057 -0.282 -2.086 -0.003 -0.003 -0.004 0.005137 3:LC02: SELFW -0.001 0.009 -0.013 -1.925 -0.018 -0.000 0.002 0.004138 3:LC02: SELFW -0.001 0.010 0.006 -0.873 -0.005 -0.001 0.000 0.003139 3:LC02: SELFW -0.002 0.007 0.026 0.383 0.004 -0.001 -0.002 0.003140 3:LC02: SELFW -0.008 0.013 0.109 -0.280 0.211 0.001 0.001 0.001141 3:LC02: SELFW -0.000 -0.034 0.113 -0.035 -0.483 -0.000 -0.001 -0.002142 3:LC02: SELFW -0.002 -0.002 0.029 0.894 0.009 -0.001 -0.002 -0.002143 3:LC02: SELFW -0.002 -0.016 0.005 -0.562 0.014 -0.001 0.000 -0.003144 3:LC02: SELFW -0.001 -0.012 -0.016 -1.818 0.027 -0.000 0.002 -0.005

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    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 -0.006146 3:LC02: SELFW -0.001 -0.006 -0.081 -2.012 -0.068 -0.002 0.000 -0.000147 3:LC02: SELFW -0.004 -0.026 0.183 1.657 0.010 0.002 0.003 -0.008148 3:LC02: SELFW 0.001 -0.064 0.111 2.867 0.094 -0.003 -0.006 -0.015149 3:LC02: SELFW -0.030 0.089 -0.814 -5.049 0.121 -0.002 -0.001 -0.003150 3:LC02: SELFW -0.005 -0.014 -0.012 -1.207 -0.060 -0.000 0.001 0.000151 3:LC02: SELFW 0.000 -0.005 0.008 -0.722 -0.039 -0.001 0.001 -0.001152 3:LC02: SELFW -0.000 -0.002 0.024 0.019 -0.035 -0.001 -0.000 -0.000153 3:LC02: SELFW 0.002 -0.002 0.060 0.784 -0.027 -0.001 -0.001 0.002154 3:LC02: SELFW -0.019 0.060 0.038 -0.109 -0.002 0.000 0.002 0.000155 3:LC02: SELFW -0.004 -0.009 0.023 1.511 0.008 -0.001 -0.002 0.000156 3:LC02: SELFW 0.002 -0.009 0.002 -0.206 0.023 -0.001 0.000 -0.001157 3:LC02: SELFW 0.001 0.008 -0.026 -1.287 0.044 -0.000 0.001 -0.001158 3:LC02: SELFW -0.027 -0.020 -0.031 -1.271 0.002 -0.006 -0.007 0.001159 3:LC02: SELFW 0.000 0.039 -0.093 -1.483 -0.129 -0.001 0.001 0.012160 3:LC02: SELFW -0.001 -0.011 0.048 0.254 0.029 0.001 0.001 -0.001161 3:LC02: SELFW 0.002 0.000 -7.104 -0.061 -0.617 -0.006 0.001 -0.000162 3:LC02: SELFW 0.007 0.002 -7.200 -0.055 -0.024 -0.006 0.001 -0.002163 3:LC02: SELFW 0.004 0.002 -7.065 -0.057 0.035 -0.005 0.001 0.001164 3:LC02: SELFW 0.002 -0.000 -7.155 -0.061 0.627 -0.006 0.001 0.000165 3:LC02: SELFW 0.001 0.009 0.117 0.161 0.027 -0.003 -0.002 0.007166 3:LC02: SELFW 0.009 -0.000 -1.789 -0.002 -0.003 0.001 0.001 0.004167 3:LC02: SELFW -0.020 -0.008 -1.417 -0.130 0.054 0.008 -0.002 -0.005168 3:LC02: SELFW -0.024 0.000 0.598 0.043 -0.030 -0.000 0.001 -0.005169 3:LC02: SELFW -0.020 -0.006 -0.591 0.002 0.033 0.002 -0.000 -0.002170 3:LC02: SELFW 0.017 -0.004 -1.106 -0.044 0.121 -0.001 -0.003 0.008171 3:LC02: SELFW 0.001 -0.000 -1.827 -0.002 -0.011 0.000 0.000 0.001172 3:LC02: SELFW 0.000 0.004 -0.634 0.054 0.021 0.002 -0.000 -0.001173 3:LC02: SELFW 0.025 -0.000 0.611 0.043 -0.028 0.000 -0.001 0.005174 3:LC02: SELFW 0.019 0.006 -0.586 0.002 0.032 -0.002 -0.000 0.001175 3:LC02: SELFW -0.001 -0.009 0.124 0.163 0.027 0.003 0.003 -0.007176 3:LC02: SELFW -0.009 0.000 -1.803 -0.003 -0.003 -0.001 -0.001 -0.004177 3:LC02: SELFW 0.019 0.008 -1.432 -0.133 0.054 -0.008 0.002 0.005178 3:LC02: SELFW 0.001 -0.000 0.862 0.052 -0.101 0.000 -0.000 0.002179 3:LC02: SELFW -0.014 -0.002 -0.360 0.003 0.022 0.001 -0.000 -0.003180 3:LC02: SELFW -0.006 0.001 -3.607 -0.013 0.009 -0.008 0.002 0.004181 3:LC02: SELFW -0.001 -0.002 -6.888 -0.036 -0.711 -0.018 0.008 -0.012182 3:LC02: SELFW -0.003 0.001 -3.039 -0.014 0.173 -0.010 0.003 0.005183 3:LC02: SELFW -0.002 -0.001 -2.932 -0.015 -0.152 -0.010 0.003 -0.005184 3:LC02: SELFW -0.001 0.002 -6.808 -0.036 0.715 -0.018 0.008 0.012185 3:LC02: SELFW -0.006 -0.001 -3.821 -0.012 -0.015 -0.009 0.002 -0.004186 3:LC02: SELFW -0.003 0.002 -0.886 -0.000 0.003 0.002 0.001 -0.002187 3:LC02: SELFW 0.000 -0.002 -1.732 0.000 0.003 -0.001 -0.001 0.000188 3:LC02: SELFW -0.018 0.002 -0.615 -0.000 0.003 0.002 0.001 -0.009189 3:LC02: SELFW 0.017 -0.002 -0.597 0.000 0.003 -0.002 -0.001 0.008190 3:LC02: SELFW -0.001 0.002 -1.711 -0.000 0.003 0.001 0.001 -0.000191 3:LC02: SELFW 0.004 -0.002 -0.930 0.000 0.003 -0.002 -0.001 0.002192 3:LC02: SELFW -0.002 0.000 0.867 0.053 -0.106 -0.000 0.000 -0.002

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    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 0.003194 3:LC02: SELFW -0.000 -0.000 -0.797 -0.239 -0.267 -0.004 -0.000 0.000195 3:LC02: SELFW -0.000 0.000 -0.943 -0.007 -0.268 -0.003 0.000 0.000196 3:LC02: SELFW -0.000 0.000 -1.103 0.024 -0.268 -0.002 0.000 0.001197 3:LC02: SELFW -0.000 -0.000 -1.258 -0.013 -0.268 -0.001 0.000 0.001198 3:LC02: SELFW -0.000 0.001 -1.417 -0.016 -0.269 0.001 0.000 0.001199 3:LC02: SELFW -0.002 -0.003 -1.573 0.144 -0.269 0.003 0.000 0.002200 3:LC02: SELFW -0.001 -0.000 -1.185 -0.023 -0.013 -0.001 -0.000 -0.001201 3:LC02: SELFW 0.002 0.001 -0.749 -0.013 -0.012 -0.001 0.000 -0.000202 3:LC02: SELFW 0.003 0.000 -0.254 -0.009 -0.012 -0.000 0.000 -0.001203 3:LC02: SELFW 0.004 0.000 0.222 -0.008 -0.012 0.000 0.000 -0.001204 3:LC02: SELFW 0.007 0.000 0.709 -0.003 -0.012 0.001 0.000 -0.001205 3:LC02: SELFW 0.004 -0.000 1.189 0.014 -0.018 0.001 -0.000 -0.001206 3:LC02: SELFW 0.003 0.002 -8.935 0.000 -0.032 -0.008 -0.004 -0.001207 3:LC02: SELFW -0.000 -0.000 -8.965 0.263 -0.030 -0.005 0.001 0.001208 3:LC02: SELFW 0.000 -0.000 -8.928 -0.016 -0.030 -0.005 -0.000 0.001209 3:LC02: SELFW 0.000 0.000 -8.866 0.229 -0.032 -0.005 0.000 0.001210 3:LC02: SELFW 0.000 -0.001 -8.758 -0.117 -0.031 -0.006 0.000 0.000211 3:LC02: SELFW -0.002 0.003 -8.822 -2.683 -0.021 -0.006 0.001 0.001212 3:LC02: SELFW 0.021 0.002 -1.425 -0.027 0.007 0.000 -0.000 -0.005213 3:LC02: SELFW 0.012 -0.001 -1.150 -0.005 -0.004 0.001 0.000 -0.005214 3:LC02: SELFW 0.015 -0.004 -1.143 0.004 -0.003 0.001 0.000 -0.004215 3:LC02: SELFW 0.020 -0.001 -1.239 0.005 -0.003 0.001 0.000 -0.004216 3:LC02: SELFW 0.018 0.008 -1.521 -0.006 -0.003 0.000 0.000 -0.002217 3:LC02: SELFW -0.021 0.001 -1.102 -0.005 -0.012 0.001 0.000 -0.001218 3:LC02: SELFW 0.003 -0.002 -8.914 0.004 0.028 -0.008 -0.004 0.001219 3:LC02: SELFW 0.000 0.000 -8.945 0.261 0.026 -0.005 0.001 -0.001220 3:LC02: SELFW 0.000 -0.000 -8.909 -0.017 0.027 -0.005 -0.000 -0.001221 3:LC02: SELFW 0.000 -0.000 -8.849 0.229 0.028 -0.005 0.000 -0.001222 3:LC02: SELFW 0.000 0.001 -8.742 -0.115 0.028 -0.006 0.000 -0.000223 3:LC02: SELFW -0.002 -0.003 -8.808 -2.677 0.018 -0.006 0.001 -0.001224 3:LC02: SELFW -0.021 -0.002 -1.439 -0.028 0.007 -0.000 -0.000 0.005225 3:LC02: SELFW -0.011 0.001 -1.158 -0.005 -0.004 -0.001 -0.000 0.005226 3:LC02: SELFW -0.014 0.004 -1.146 0.004 -0.003 -0.001 -0.000 0.004227 3:LC02: SELFW -0.020 0.001 -1.236 0.005 -0.002 -0.001 -0.000 0.003228 3:LC02: SELFW -0.017 -0.008 -1.511 -0.006 -0.002 -0.000 -0.000 0.002229 3:LC02: SELFW 0.022 -0.001 -1.089 -0.005 -0.012 -0.001 -0.000 0.000230 3:LC02: SELFW -0.002 0.003 -1.588 0.146 0.271 0.003 0.000 -0.002231 3:LC02: SELFW -0.000 -0.001 -1.430 -0.015 0.272 0.001 0.000 -0.001232 3:LC02: SELFW -0.000 0.000 -1.270 -0.013 0.271 -0.001 0.000 -0.001233 3:LC02: SELFW -0.000 -0.000 -1.112 0.025 0.271 -0.002 0.000 -0.001234 3:LC02: SELFW -0.000 -0.000 -0.950 -0.008 0.271 -0.003 0.000 -0.000235 3:LC02: SELFW -0.000 0.000 -0.803 -0.242 0.270 -0.005 -0.000 -0.000236 3:LC02: SELFW -0.005 0.000 1.214 0.014 -0.019 -0.001 0.000 0.001237 3:LC02: SELFW -0.007 -0.000 0.728 -0.003 -0.013 -0.001 -0.000 0.002238 3:LC02: SELFW -0.004 -0.000 0.232 -0.008 -0.013 -0.000 -0.000 0.001239 3:LC02: SELFW -0.004 -0.000 -0.251 -0.009 -0.013 0.000 -0.000 0.001240 3:LC02: SELFW -0.003 -0.001 -0.753 -0.014 -0.013 0.001 -0.000 0.001

  • Software licensed to

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    File Date/Time

    7

    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 -0.003Min Qx 100 3:LC02: SELFW -0.175 0.135 -8.168 -2.378 2.944 0.018 0.007 -0.013Max Qy 100 3:LC02: SELFW -0.175 0.135 -8.168 -2.378 2.944 0.018 0.007 -0.013Min Qy 101 3:LC02: SELFW -0.124 -0.094 -8.047 -2.436 -3.978 0.008 -0.008 0.021Max Sx 236 3:LC02: SELFW -0.005 0.000 1.214 0.014 -0.019 -0.001 0.000 0.001Min Sx 207 3:LC02: SELFW -0.000 -0.000 -8.965 0.263 -0.030 -0.005 0.001 0.001Max Sy 14 3:LC02: SELFW -0.002 -0.004 -1.750 3.923 0.722 -0.001 0.003 0.003Min 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 -0.006Min Sxy 94 3:LC02: SELFW -0.009 -0.003 -8.302 -2.232 -5.364 0.017 -0.010 0.007Max Mx 118 3:LC02: SELFW 0.036 0.007 -0.565 -0.578 0.174 0.022 0.023 -0.007Min Mx 181 3:LC02: SELFW -0.001 -0.002 -6.888 -0.036 -0.711 -0.018 0.008 -0.012Max My 92 3:LC02: SELFW 0.048 0.003 -3.563 -1.385 4.320 0.017 0.029 -0.003Min 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 0.021Min 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 1.1142 3:LC02: SELFW 1.561 -1.561 1.952 1.540 2.188 1.7353 3:LC02: SELFW 1.584 -1.584 1.998 1.266 2.245 1.3844 3:LC02: SELFW 1.492 -1.492 1.897 1.843 2.135 2.0725 3:LC02: SELFW 1.750 -1.750 1.734 2.101 1.750 2.4096 3:LC02: SELFW 1.842 -1.842 2.740 2.036 3.149 2.0687 3:LC02: SELFW 2.438 -2.438 3.458 4.390 3.957 5.0328 3:LC02: SELFW 2.916 -2.916 4.602 2.043 5.305 2.3199 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 4.93011 3:LC02: SELFW 1.905 -1.905 1.703 1.623 1.905 1.81212 3:LC02: SELFW 2.641 -2.641 2.943 1.810 3.173 2.03313 3:LC02: SELFW 3.971 -3.971 6.473 5.082 7.470 5.83714 3:LC02: SELFW 4.348 -1.968 5.598 4.795 6.316 5.42015 3:LC02: SELFW 3.731 -3.731 6.315 5.855 7.291 6.72816 3:LC02: SELFW 1.755 -1.755 2.473 2.043 2.829 2.33517 3:LC02: SELFW 1.333 -1.333 1.525 1.094 1.663 1.23418 3:LC02: SELFW 2.414 -2.414 2.465 2.458 2.512 2.806

  • Software licensed to

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    File Date/Time

    8

    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 2.19720 3:LC02: SELFW 3.069 -3.069 3.930 4.022 4.429 4.63121 3:LC02: SELFW 3.363 -3.363 4.264 4.468 4.796 5.15522 3:LC02: SELFW 1.915 -1.847 3.258 2.188 3.762 2.44623 3:LC02: SELFW 2.321 -2.321 2.468 2.388 2.593 2.71224 3:LC02: SELFW 1.351 -1.351 1.557 1.106 1.704 1.24525 3:LC02: SELFW 1.736 -1.736 2.433 2.029 2.780 2.31626 3:LC02: SELFW 3.714 -3.714 6.276 5.826 7.246 6.69427 3:LC02: SELFW 4.313 -1.965 5.562 4.762 6.278 5.38528 3:LC02: SELFW 3.975 -3.975 6.458 5.079 7.451 5.83229 3:LC02: SELFW 2.652 -2.652 2.943 1.807 3.166 2.02630 3:LC02: SELFW 1.929 -1.929 1.726 1.616 1.929 1.80031 3:LC02: SELFW 3.554 -3.554 5.150 4.382 5.906 4.92632 3:LC02: SELFW 1.733 -1.733 2.078 4.831 2.303 5.53433 3:LC02: SELFW 2.940 -2.940 4.637 2.083 5.345 2.35234 3:LC02: SELFW 2.514 -2.514 3.545 4.438 4.054 5.08735 3:LC02: SELFW 1.849 -1.849 2.777 2.005 3.193 2.03536 3:LC02: SELFW 1.808 -1.808 1.826 2.222 1.843 2.54137 3:LC02: SELFW 1.479 -1.479 1.875 1.844 2.109 2.06838 3:LC02: SELFW 1.614 -1.614 2.040 1.253 2.292 1.36739 3:LC02: SELFW 1.584 -1.584 1.981 1.541 2.221 1.73640 3:LC02: SELFW 0.493 -0.383 0.761 0.995 0.877 1.13641 3:LC02: SELFW 0.435 -0.435 0.394 0.327 0.435 0.35342 3:LC02: SELFW 0.825 -0.825 0.808 0.713 0.825 0.81543 3:LC02: SELFW 1.071 -0.156 1.157 0.954 1.227 0.96844 3:LC02: SELFW 1.010 -0.114 1.072 0.820 1.124 0.88645 3:LC02: SELFW 0.905 -0.905 0.812 0.697 0.905 0.73946 3:LC02: SELFW 2.018 -2.018 2.055 1.765 2.091 1.85147 3:LC02: SELFW 1.362 -1.362 1.303 1.188 1.362 1.20548 3:LC02: SELFW 3.625 -3.625 3.826 3.173 3.999 3.39349 3:LC02: SELFW 3.734 -3.734 3.477 4.053 3.734 4.45650 3:LC02: SELFW 1.749 -0.416 1.989 1.727 2.164 1.80251 3:LC02: SELFW 4.186 0.038 4.167 3.410 4.186 3.46752 3:LC02: SELFW 3.526 -0.006 3.529 2.851 3.532 2.94053 3:LC02: SELFW 1.083 -1.083 1.052 0.934 1.083 1.02854 3:LC02: SELFW 2.114 -2.114 1.941 1.218 2.114 1.25755 3:LC02: SELFW 3.183 -3.183 3.050 2.495 3.183 2.57656 3:LC02: SELFW 1.264 -0.249 1.405 1.258 1.513 1.30757 3:LC02: SELFW 1.947 -0.142 2.022 1.640 2.089 1.72058 3:LC02: SELFW 1.206 -1.206 1.165 1.021 1.206 1.04159 3:LC02: SELFW 1.658 -1.658 1.657 1.384 1.658 1.46360 3:LC02: SELFW 0.794 -0.794 0.778 0.725 0.794 0.80261 3:LC02: SELFW 0.711 -0.711 0.701 0.607 0.711 0.69862 3:LC02: SELFW 1.468 -1.468 1.465 1.243 1.468 1.31763 3:LC02: SELFW 1.282 -1.282 1.229 1.128 1.282 1.15664 3:LC02: SELFW 2.004 -0.149 2.082 1.694 2.153 1.77065 3:LC02: SELFW 1.291 -0.268 1.444 1.299 1.560 1.35866 3:LC02: SELFW 3.216 -3.216 3.086 2.529 3.216 2.615

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    File Date/Time

    9

    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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 1.27868 3:LC02: SELFW 1.096 -1.096 1.060 0.939 1.096 1.03069 3:LC02: SELFW 3.507 -0.006 3.510 2.834 3.513 2.92470 3:LC02: SELFW 4.174 0.037 4.156 3.401 4.174 3.45671 3:LC02: SELFW 1.744 -0.422 1.989 1.730 2.166 1.80172 3:LC02: SELFW 3.731 -3.731 3.477 4.060 3.731 4.46473 3:LC02: SELFW 3.642 -3.642 3.850 3.197 4.029 3.42374 3:LC02: SELFW 1.344 -1.344 1.293 1.196 1.344 1.21075 3:LC02: SELFW 2.030 -2.030 2.050 1.750 2.069 1.82576 3:LC02: SELFW 0.889 -0.889 0.800 0.699 0.889 0.72977 3:LC02: SELFW 0.976 -0.112 1.037 0.790 1.089 0.85878 3:LC02: SELFW 1.056 -0.145 1.136 0.929 1.202 0.95079 3:LC02: SELFW 0.797 -0.797 0.775 0.682 0.797 0.77980 3:LC02: SELFW 0.422 -0.422 0.381 0.314 0.422 0.33781 3:LC02: SELFW 3.598 -3.598 3.117 3.531 3.598 3.55582 3:LC02: SELFW 0.800 -0.597 1.214 5.427 1.396 5.95983 3:LC02: SELFW 1.955 0.997 1.693 2.911 1.955 3.36284 3:LC02: SELFW 1.020 -0.018 1.029 1.131 1.037 1.28585 3:LC02: SELFW 1.096 -1.096 0.979 1.180 1.096 1.26386 3:LC02: SELFW 1.322 -1.322 1.150 2.325 1.322 2.53187 3:LC02: SELFW 5.581 -5.581 5.060 7.373 5.581 7.85188 3:LC02: SELFW 0.309 0.222 0.276 1.265 0.309 1.37189 3:LC02: SELFW 0.537 -0.066 0.573 1.337 0.603 1.48690 3:LC02: SELFW 0.902 -0.525 1.251 1.651 1.428 1.87291 3:LC02: SELFW 1.428 -0.013 1.435 1.339 1.442 1.53392 3:LC02: SELFW 4.652 -4.652 7.538 9.282 8.697 9.28493 3:LC02: SELFW 3.228 -3.228 3.728 9.195 4.080 10.16794 3:LC02: SELFW 10.010 -10.010 10.079 13.906 10.147 14.69995 3:LC02: SELFW 0.684 -0.240 0.831 3.747 0.925 4.02096 3:LC02: SELFW 1.671 0.668 1.456 2.369 1.671 2.65197 3:LC02: SELFW 0.391 0.006 0.387 1.345 0.391 1.34598 3:LC02: SELFW 0.691 -0.691 0.602 1.394 0.691 1.55999 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 11.766101 3:LC02: SELFW 8.065 -8.065 7.181 13.155 8.065 13.919102 3:LC02: SELFW 1.305 -1.305 1.237 1.365 1.305 1.520103 3:LC02: SELFW 0.709 -0.709 0.633 1.289 0.709 1.403104 3:LC02: SELFW 0.242 -0.052 0.271 1.297 0.294 1.327105 3:LC02: SELFW 1.386 0.684 1.201 2.204 1.386 2.491106 3:LC02: SELFW 0.621 -0.426 0.912 3.668 1.047 3.899107 3:LC02: SELFW 10.025 -10.025 10.079 13.844 10.131 14.565108 3:LC02: SELFW 3.196 -3.196 3.710 9.103 4.069 10.064109 3:LC02: SELFW 4.693 -4.693 7.556 9.276 8.716 9.280110 3:LC02: SELFW 1.407 -0.018 1.416 1.324 1.425 1.513111 3:LC02: SELFW 0.880 -0.523 1.228 1.636 1.403 1.858112 3:LC02: SELFW 0.512 -0.065 0.547 1.324 0.576 1.474113 3:LC02: SELFW 0.292 0.225 0.265 1.261 0.292 1.370114 3:LC02: SELFW 5.644 -5.644 5.116 7.431 5.644 7.922

  • Software licensed to

    Job Title

    Client

    Job No Sheet No Rev

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    File Date/Time

    10

    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    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)

    115 3:LC02: SELFW 1.297 -1.297 1.127 2.338 1.297 2.544116 3:LC02: SELFW 1.090 -1.090 0.965 1.184 1.090 1.269117 3:LC02: SELFW 1.068 0.013 1.061 1.129 1.068 1.293118 3:LC02: SELFW 2.065 1.068 1.789 3.081 2.065 3.557119 3:LC02: SELFW 0.833 -0.559 1.213 5.479 1.392 6.015120 3:LC02: SELFW 3.563 -3.563 3.086 3.559 3.563 3.573121 3:LC02: SELFW 0.388 0.100 0.349 0.264 0.388 0.295122 3:LC02: SELFW 1.944 -1.944 2.153 2.706 2.314 2.997123 3:LC02: SELFW 2.004 -2.004 1.779 1.003 2.004 1.158124 3:LC02: SELFW 1.164 -1.164 1.143 1.428 1.164 1.438125 3:LC02: SELFW 0.204 -0.204 0.185 0.352 0.204 0.395126 3:LC02: SELFW 1.299 -0.052 1.326 1.625 1.351 1.672127 3:LC02: SELFW 0.083 0.022 0.074 0.377 0.083 0.393128 3:LC02: SELFW 0.721 -0.088 0.768 0.843 0.808 0.903129 3:LC02: SELFW 0.098 -0.098 0.128 0.098 0.145 0.105130 3:LC02: SELFW 0.675 -0.675 0.642 0.854 0.675 0.899131 3:LC02: SELFW 1.123 -1.123 1.108 1.322 1.123 1.329132 3:LC02: SELFW 5.141 -5.141 4.712 4.750 5.141 5.005133 3:LC02: SELFW 2.799 -0.709 3.213 4.113 3.508 4.206134 3:LC02: SELFW 2.201 0.097 2.154 1.857 2.201 1.999135 3:LC02: SELFW 2.001 -2.001 1.900 2.100 2.001 2.135136 3:LC02: SELFW 2.589 -2.589 2.392 1.911 2.589 1.979137 3:LC02: SELFW 1.839 -1.839 1.848 2.193 1.856 2.237138 3:LC02: SELFW 0.919 -0.919 0.912 1.035 0.919 1.101139 3:LC02: SELFW 0.391 -0.201 0.522 0.648 0.592 0.655140 3:LC02: SELFW 0.401 -0.401 0.648 0.412 0.747 0.447141 3:LC02: SELFW 0.701 -0.690 1.205 0.493 1.392 0.563142 3:LC02: SELFW 0.785 -0.113 0.847 1.083 0.898 1.113143 3:LC02: SELFW 0.693 -0.693 0.734 0.849 0.769 0.938144 3:LC02: SELFW 1.760 -1.760 1.783 2.141 1.804 2.200145 3:LC02: SELFW 2.665 -2.665 2.452 1.975 2.665 2.033146 3:LC02: SELFW 1.985 -1.985 1.876 2.088 1.985 2.130147 3:LC02: SELFW 2.220 0.123 2.161 1.861 2.220 2.005148 3:LC02: SELFW 2.837 -0.728 3.263 4.163 3.565 4.263149 3:LC02: SELFW 5.143 -5.143 4.712 4.745 5.143 4.997150 3:LC02: SELFW 1.116 -1.116 1.101 1.311 1.116 1.317151 3:LC02: SELFW 0.667 -0.667 0.635 0.844 0.667 0.890152 3:LC02: SELFW 0.101 -0.101 0.139 0.095 0.158 0.105153 3:LC02: SELFW 0.729 -0.083 0.773 0.844 0.811 0.905154 3:LC02: SELFW 0.101 0.035 0.089 0.334 0.101 0.351155 3:LC02: SELFW 1.323 -0.053 1.350 1.651 1.376 1.699156 3:LC02: SELFW 0.200 -0.200 0.181 0.347 0.200 0.390157 3:LC02: SELFW 1.170 -1.170 1.149 1.440 1.170 1.450158 3:LC02: SELFW 1.896 -1.896 1.688 1.029 1.896 1.186159 3:LC02: SELFW 1.929 -1.929 2.119 2.644 2.268 2.916160 3:LC02: SELFW 0.375 0.088 0.340 0.267 0.375 0.297161 3:LC02: SELFW 7.506 -7.506 7.540 6.768 7.574 6.809162 3:LC02: SELFW 7.533 -7.533 7.534 6.817 7.534 6.870

  • Software licensed to

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    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)

    163 3:LC02: SELFW 7.389 -7.389 7.402 6.675 7.415 6.743164 3:LC02: SELFW 7.560 -7.560 7.597 6.819 7.633 6.861165 3:LC02: SELFW 0.454 -0.454 0.757 0.726 0.873 0.766166 3:LC02: SELFW 1.783 -1.783 1.817 1.854 1.850 1.859167 3:LC02: SELFW 1.033 -1.033 0.951 1.991 1.033 2.030168 3:LC02: SELFW 0.870 -0.170 0.966 0.919 1.040 1.007169 3:LC02: SELFW 0.425 -0.425 0.442 0.853 0.457 0.874170 3:LC02: SELFW 1.437 -1.437 1.454 1.282 1.470 1.387171 3:LC02: SELFW 1.827 -1.827 1.841 1.820 1.855 1.833172 3:LC02: SELFW 0.505 -0.505 0.526 0.818 0.545 0.856173 3:LC02: SELFW 0.826 -0.230 0.961 0.995 1.056 1.073174 3:LC02: SELFW 0.815 -0.815 0.832 0.423 0.847 0.435175 3:LC02: SELFW 0.694 -0.089 0.742 0.774 0.783 0.893176 3:LC02: SELFW 1.874 -1.874 1.871 1.834 1.874 1.867177 3:LC02: SELFW 1.960 -1.960 1.995 0.952 2.028 1.036178 3:LC02: SELFW 0.897 0.027 0.884 0.908 0.897 0.909179 3:LC02: SELFW 0.438 -0.438 0.493 0.639 0.534 0.707180 3:LC02: SELFW 4.100 -4.100 4.159 3.083 4.214 3.139181 3:LC02: SELFW 8.200 -8.200 8.560 5.582 8.879 5.819182 3:LC02: SELFW 3.704 -3.704 3.823 2.340 3.931 2.432183 3:LC02: SELFW 3.576 -3.576 3.681 2.261 3.778 2.345184 3:LC02: SELFW 8.113 -8.113 8.478 5.511 8.800 5.749185 3:LC02: SELFW 4.344 -4.344 4.403 3.268 4.460 3.324186 3:LC02: SELFW 0.771 -0.771 0.801 1.003 0.829 1.021187 3:LC02: SELFW 1.804 -1.804 1.773 1.693 1.804 1.725188 3:LC02: SELFW 0.819 -0.819 1.063 1.170 1.201 1.271189 3:LC02: SELFW 0.989 -0.989 1.110 0.999 1.200 1.128190 3:LC02: SELFW 1.640 -1.640 1.673 1.752 1.705 1.784191 3:LC02: SELFW 1.067 -1.067 1.050 0.849 1.067 0.877192 3:LC02: SELFW 0.923 -0.012 0.930 0.893 0.936 0.905193 3:LC02: SELFW 0.552 -0.552 0.660 0.513 0.732 0.557194 3:LC02: SELFW 1.274 -1.274 1.180 0.609 1.274 0.620195 3:LC02: SELFW 1.299 -1.299 1.321 0.819 1.342 0.870196 3:LC02: SELFW 1.335 -1.335 1.366 1.071 1.395 1.127197 3:LC02: SELFW 1.368 -1.368 1.382 1.299 1.396 1.330198 3:LC02: SELFW 1.380 -1.380 1.391 1.582 1.402 1.606199 3:LC02: SELFW 1.278 -1.278 1.384 2.098 1.469 2.196200 3:LC02: SELFW 1.331 -1.331 1.309 1.064 1.331 1.071201 3:LC02: SELFW 0.830 -0.830 0.827 0.664 0.830 0.672202 3:LC02: SELFW 0.299 -0.299 0.306 0.241 0.312 0.241203 3:LC02: SELFW 0.282 -0.050 0.311 0.264 0.333 0.283204 3:LC02: SELFW 0.792 -0.026 0.805 0.693 0.818 0.708205 3:LC02: SELFW 1.279 -0.026 1.292 1.093 1.305 1.113206 3:LC02: SELFW 9.684 -9.684 9.521 8.363 9.684 8.527207 3:LC02: SELFW 9.441 -9.441 9.614 8.586 9.778 8.679208 3:LC02: SELFW 9.420 -9.420 9.401 8.439 9.420 8.442209 3:LC02: SELFW 9.367 -9.367 9.489 8.479 9.606 8.587210 3:LC02: SELFW 9.306 -9.306 9.256 8.145 9.306 8.211

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    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)

    211 3:LC02: SELFW 9.395 -9.395 8.414 7.267 9.395 8.253212 3:LC02: SELFW 1.587 -1.587 1.658 1.677 1.720 1.746213 3:LC02: SELFW 1.224 -1.224 1.323 1.465 1.403 1.526214 3:LC02: SELFW 1.187 -1.187 1.262 1.408 1.326 1.463215 3:LC02: SELFW 1.233 -1.233 1.288 1.448 1.337 1.482216 3:LC02: SELFW 1.529 -1.529 1.547 1.575 1.564 1.580217 3:LC02: SELFW 1.024 -1.024 1.030 1.181 1.035 1.188218 3:LC02: SELFW 9.677 -9.677 9.514 8.333 9.677 8.500219 3:LC02: SELFW 9.422 -9.422 9.594 8.564 9.758 8.656220 3:LC02: SELFW 9.399 -9.399 9.381 8.423 9.399 8.425221 3:LC02: SELFW 9.346 -9.346 9.468 8.464 9.585 8.572222 3:LC02: SELFW 9.285 -9.285 9.236 8.135 9.285 8.200223 3:LC02: SELFW 9.374 -9.374 8.396 7.261 9.374 8.245224 3:LC02: SELFW 1.611 -1.611 1.685 1.663 1.750 1.725225 3:LC02: SELFW 1.394 -1.394 1.457 1.312 1.513 1.388226 3:LC02: SELFW 1.340 -1.340 1.397 1.249 1.448 1.309227 3:LC02: SELFW 1.401 -1.401 1.434 1.272 1.465 1.318228 3:LC02: SELFW 1.558 -1.558 1.561 1.529 1.564 1.545229 3:LC02: SELFW 1.175 -1.175 1.167 1.011 1.175 1.017230 3:LC02: SELFW 1.288 -1.288 1.396 2.121 1.483 2.220231 3:LC02: SELFW 1.397 -1.397 1.410 1.591 1.423 1.615232 3:LC02: SELFW 1.385 -1.385 1.400 1.305 1.415 1.335233 3:LC02: SELFW 1.351 -1.351 1.383 1.074 1.413 1.130234 3:LC02: SELFW 1.314 -1.314 1.337 0.820 1.358 0.870235 3:LC02: SELFW 1.290 -1.290 1.194 0.609 1.290 0.619236 3:LC02: SELFW 1.140 0.043 1.119 1.317 1.140 1.331237 3:LC02: SELFW 0.698 -0.034 0.716 0.828 0.732 0.842238 3:LC02: SELFW 0.255 -0.048 0.282 0.330 0.303 0.355239 3:LC02: SELFW 0.241 -0.241 0.243 0.312 0.246 0.321240 3:LC02: SELFW 0.676 -0.676 0.668 0.835 0.676 0.837241 3:LC02: SELFW 1.067 -1.067 1.076 1.325 1.084 1.346

    Plate Centre Principal Stress Summary 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)

    Max (t) 107 3:LC02: SELFW 10.025 -10.025 10.079 13.844 10.131 14.565Max (b) 107 3:LC02: SELFW 10.025 -10.025 10.079 13.844 10.131 14.565

    Max VM (t) 94 3:LC02: SELFW 10.010 -10.010 10.079 13.906 10.147 14.699Max VM (b) 94 3:LC02: SELFW 10.010 -10.010 10.079 13.906 10.147 14.699Tresca (t) 94 3:LC02: SELFW 10.010 -10.010 10.079 13.906 10.147 14.699Tresca (b) 94 3:LC02: SELFW 10.010 -10.010 10.079 13.906 10.147 14.699

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    Plate Corner Stress Shear Membrane Bending

    Plate L/C Node 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 52 0.001 -0.000 1.294 -0.731 0.708 -0.001 0.000 0.00051 0.001 -0.001 1.550 0.939 0.493 0.002 -0.001 -0.00083 -0.004 -0.001 -1.305 1.138 0.257 -0.006 -0.002 -0.00284 -0.004 -0.000 -1.561 -0.532 0.472 0.002 0.001 -0.001

    2 3:LC02: SELFW 84 -0.006 0.006 -2.200 -1.276 -0.985 0.002 -0.002 -0.00183 -0.006 0.003 -1.328 1.490 -0.314 -0.007 -0.006 0.002

    1 -0.004 0.003 0.813 1.051 -0.885 -0.001 -0.002 -0.0022 -0.004 0.006 -0.060 -1.714 -1.555 0.004 0.006 -0.005

    3 3:LC02: SELFW 2 0.001 0.001 0.661 2.703 -0.517 -0.001 -0.003 -0.0031 0.001 0.002 0.778 -4.702 -1.090 0.001 -0.003 -0.0023 -0.001 0.002 -1.347 -3.754 -1.283 -0.001 0.001 -0.0014 -0.001 0.001 -1.464 3.651 -0.710 0.003 -0.001 -0.003

    4 3:LC02: SELFW 4 -0.001 0.000 -0.376 2.994 0.825 0.002 -0.002 -0.0013 -0.001 0.002 -0.266 -3.011 1.446 -0.001 -0.002 0.0005 0.003 0.002 -0.271 -4.038 1.265 0.004 0.003 0.0016 0.003 0.000 -0.381 1.967 0.644 -0.002 -0.002 0.000

    5 3:LC02: SELFW 6 -0.002 0.016 -3.218 -2.435 -0.116 -0.001 -0.004 0.0025 -0.002 -0.005 -0.335 1.655 0.722 0.004 0.010 0.004

    85 -0.008 -0.005 -0.819 1.325 -0.414 -0.002 0.004 0.00086 -0.008 0.016 -3.702 -2.765 -1.252 0.010 0.012 -0.002

    6 3:LC02: SELFW 86 -0.005 -0.003 -3.071 -8.096 2.262 0.011 0.008 0.00685 -0.005 -0.006 -2.064 6.198 1.601 -0.001 0.011 0.002

    7 -0.001 -0.006 1.663 7.031 0.331 -0.001 -0.004 -0.0018 -0.001 -0.003 0.655 -7.263 0.992 0.000 0.005 0.004

    7 3:LC02: SELFW 8 -0.007 -0.011 1.921 -8.805 4.571 0.002 0.008 0.0037 -0.007 -0.013 3.106 9.000 -0.156 -0.003 -0.010 -0.001

    87 -0.011 -0.013 -4.123 11.149 -0.694 -0.014 -0.023 -0.00788 -0.011 -0.011 -5.307 -6.656 4.033 0.001 -0.003 -0.003

    8 3:LC02: SELFW 88 -0.014 0.016 -6.634 -10.120 -2.636 0.005 0.004 -0.01687 -0.014 0.033 -4.590 14.270 1.766 -0.021 -0.039 0.007

    9 -0.018 0.033 4.135 8.987 -0.688 0.003 0.037 -0.00410 -0.018 0.016 2.091 -15.403 -5.089 0.040 0.026 -0.028

    9 3:LC02: SELFW 10 -0.031 -0.049 4.391 -11.272 6.391 0.038 0.037 0.0059 -0.031 0.022 0.178 4.133 -6.053 0.001 0.013 -0.002

    89 -0.013 0.022 -10.605 8.658 -4.521 0.015 0.037 -0.01890 -0.013 -0.049 -6.392 -6.747 7.923 0.006 -0.007 -0.011

    10 3:LC02: SELFW 90 0.004 -0.003 -5.672 3.890 -2.214 0.004 -0.001 -0.00389 0.004 -0.005 -5.027 -4.218 -2.207 0.011 0.010 -0.00711 0.002 -0.005 2.857 -4.227 -3.040 0.001 -0.002 -0.00312 0.002 -0.003 2.212 3.881 -3.048 -0.001 -0.006 0.001

    11 3:LC02: SELFW 12 -0.001 -0.000 -1.522 15.659 -0.897 0.000 -0.010 0.00211 -0.001 -0.002 -1.184 -15.751 0.072 -0.002 -0.004 0.00013 0.000 -0.002 -0.044 -17.354 -0.487 0.000 -0.011 0.00114 0.000 -0.000 -0.382 14.056 -1.456 0.001 -0.009 0.003

    12 3:LC02: SELFW 14 0.000 -0.001 -0.883 11.760 2.135 0.001 -0.007 0.00313 0.000 -0.001 -0.558 -15.159 0.902 0.002 -0.005 0.00215 0.001 -0.001 -0.707 -13.118 0.364 -0.001 -0.007 0.00316 0.001 -0.001 -1.032 13.800 1.597 -0.002 -0.009 0.004

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    Plate Corner Stress Cont... Shear Membrane Bending

    Plate L/C Node Qx(N/mm2)

    Qy(N/mm2)

    Sx(N/mm2)

    Sy(N/mm2)

    Sxy(N/mm2)

    Mx(kNm/m)

    My(kNm/m)

    Mxy(kNm/m)

    13 3:LC02: SELFW 16 -0.002 -0.002 1.278 -5.985 4.442 0.005 0.004 0.00615 -0.002 -0.002 1.634 3.928 2.535 -0.000 0.004 0.00317 0.000 -0.002 -3.899 7.084 1.946 -0.000 -0.001 0.00318 0.000 -0.002 -4.255 -2.828 3.853 -0.001 0.001 0.005

    14 3:LC02: SELFW 18 -0.000 -0.002 -4.123 -8.474 0.926 0.001 0.006 0.00517 -0.000 -0.005 -2.149 17.628 2.342 0.001 0.006 0.00291 -0.003 -0.005 0.622 16.319 0.518 -0.005 -0.003 0.00192 -0.003 -0.002 -1.351 -9.782 -0.898 0.001 0.003 0.003

    15 3:LC02: SELFW 92 -0.006 0.001 -3.224 -10.092 -3.683 0.004 0.009 0.00091 -0.006 0.004 -2.650 14.144 -2.056 -0.007 -0.004 0.00319 -0.004 0.004 -0.282 12.282 -2.713 -0.002 0.006 -0.00220 -0.004 0.001 -0.856 -11.954 -4.340 0.006 0.009 -0.004

    16 3:LC02: SELFW 20 0.003 0.000 0.213 3.171 -1.057 -0.004 -0.003 -0.00219 0.003 -0.000 0.358 -3.459 -1.156 0.003 0.000 -0.00221 -0.002 -0.000 -1.399 -3.254 -1.456 -0.001 -0.001 -0.00122 -0.002 0.000 -1.544 3.377 -1.357 0.004 -0.001 -0.001

    17 3:LC02: SELFW 22 -0.002 -0.001 0.999 6.704 0.384 0.004 -0.003 0.00121 -0.002 0.000 1.133 -5.399 1.293 -0.002 -0.003 0.00023 0.004 0.000 -1.897 -7.279 1.017 0.004 -0.001 0.00224 0.004 -0.001 -2.031 4.824 0.108 -0.006 -0.006 0.002

    18 3:LC02: SELFW 24 -0.003 0.019 -5.169 -0.097 -1.625 -0.002 -0.004 0.00323 -0.003 -0.006 -3.849 0.473 3.554 0.004 0.009 0.00693 -0.011 -0.006 0.518 -1.410 3.074 -0.003 0.003 0.00194 -0.011 0.019 -0.802 -1.980 -2.105 0.013 0.013 -0.002

    19 3:LC02: SELFW 94 -0.006 -0.005 0.687 -7.867 3.083 0.013 0.010 0.00893 -0.006 -0.006 1.563 4.886 1.148 -0.001 0.010 0.00195 0.001 -0.006 -1.578 7.745 -0.146 0.000 -0.003 0.00096 0.001 -0.005 -2.454 -5.008 1.789 -0.005 0.000 0.006

    20 3:LC02: SELFW 96 0.006 0.009 -4.547 -5.284 1.314 -0.005 -0.001 -0.00195 0.006 -0.013 -0.339 7.980 -1.250 0.000 -0.004 0.00025 0.001 -0.013 -1.053 8.563 -2.206 -0.006 -0.012 0.00226 0.001 0.009 -5.262 -4.702 0.358 0.001 0.004 0.001

    21 3:LC02: SELFW 26 -0.010 -0.009 -5.454 -5.186 0.336 0.002 0.005 0.00325 -0.010 -0.007 -0.832 9.072 3.020 -0.006 -0.012 0.00297 -0.009 -0.007 -0.082 8.462 1.970 -0.006 -0.016 -0.00298 -0.009 -0.009 -4.704 -5.796 -0.714 -0.001 0.000 -0.001

    22 3:LC02: SELFW 98 -0.004 0.005 -2.624 -5.701 -1.716 0.001 0.003 -0.00697 -0.004 0.009 -1.583 8.490 0.189 -0.006 -0.009 0.00299 -0.006 0.009 1.622 5.674 -1.348 -0.001 0.013 -0.001

    100 -0.006 0.005 0.582 -8.517 -3.253 0.014 0.010 -0.00923 3:LC02: SELFW 100 -0.009 -0.023 -0.973 -2.022 2.178 0.013 0.014 0.002

    99 -0.009 0.007 0.996 -1.219 -3.052 -0.002 0.002 -0.00227 -0.001 0.007 -3.370 0.682 -3.768 0.005 0.010 -0.00628 -0.001 -0.023 -5.340 -0.120 1.462 -0.003 -0.006 -0.002

    24 3:LC02: SELFW 28 0.004 0.001 -2.007 4.663 -0.131 -0.006 -0.006 -0.00227 0.004 -0.000 -1.862 -7.045 -0.999 0.005 -0.001 -0.00229 -0.002 -0.000 1.101 -5.248 -1.299 -0.002 -0.003 -0.00030 -0.002 0.001 0.956 6.460 -0.430 0.004 -0.002 -0.001

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    Plate Corner Stress Cont... Shear Membrane Bending

    Plate L/C Node Qx(N/mm2)

    Qy(N/mm2)

    Sx(N/mm2)

    Sy(N/mm2)

    Sxy(N/mm2)

    Mx(kNm/m)

    My(kNm/m)

    Mxy(kNm/m)

    25 3:LC02: SELFW 30 -0.002 -0.000 -1.521 3.311 1.352 0.004 -0.001 0.00129 -0.002 0.000 -1.367 -3.218 1.452 -0.001 -0.001 0.00131 0.003 0.000 0.344 -3.426 1.132 0.003 0.000 0.00232 0.003 -0.000 0.189 3.103 1.032 -0.004 -0.003 0.002

    26 3:LC02: SELFW 32 -0.004 -0.001 -0.872 -11.918 4.343 0.006 0.009 0.00431 -0.004 -0.004 -0.271 12.192 2.713 -0.002 0.006 0.002

    101 -0.006 -0.004 -2.615 14.057 2.025 -0.007 -0.003 -0.003102 -0.006 -0.001 -3.216 -10.053 3.655 0.004 0.009 -0.000

    27 3:LC02: SELFW 102 -0.003 0.002 -1.357 -9.756 0.925 0.000 0.003 -0.003101 -0.003 0.005 0.647 16.213 -0.502 -0.005 -0.003 -0.001

    33 -0.001 0.005 -2.144 17.533 -2.354 0.001 0.006 -0.00234 -0.001 0.002 -4.148 -8.436 -0.927 0.001 0.006 -0.005

    28 3:LC02: SELFW 34 0.000 0.002 -4.261 -2.802 -3.843 -0.001 0.001 -0.00533 0.000 0.002 -3.898 6.996 -1.939 -0.000 -0.001 -0.00335 -0.002 0.002 1.641 3.847 -2.541 -0.000 0.004 -0.00336 -0.002 0.002 1.278 -5.952 -4.444 0.005 0.004 -0.006

    29 3:LC02: SELFW 36 0.001 0.001 -1.038 13.814 -1.589 -0.002 -0.009 -0.00435 0.001 0.001 -0.706 -13.186 -0.357 -0.001 -0.007 -0.00337 0.000 0.001 -0.553 -15.225 -0.906 0.002 -0.005 -0.00238 0.000 0.001 -0.885 11.774 -2.139 0.001 -0.007 -0.003

    30 3:LC02: SELFW 38 0.000 0.000 -0.386 14.054 1.464 0.001 -0.009 -0.00337 0.000 0.002 -0.042 -17.405 0.494 0.000 -0.011 -0.00139 -0.001 0.002 -1.180 -15.800 -0.076 -0.002 -0.004 -0.00040 -0.001 0.000 -1.525 15.660 0.895 0.000 -0.010 -0.002

    31 3:LC02: SELFW 40 0.002 0.003 2.209 3.863 3.058 -0.001 -0.006 -0.00139 0.002 0.005 2.863 -4.263 3.046 0.001 -0.002 0.003

    103 0.004 0.005 -5.026 -4.248 2.201 0.011 0.010 0.007104 0.004 0.003 -5.681 3.878 2.213 0.004 -0.001 0.003

    32 3:LC02: SELFW 104 -0.013 0.048 -6.412 -6.762 -7.924 0.006 -0.007 0.011103 -0.013 -0.022 -10.604 8.626 4.527 0.015 0.036 0.018

    41 -0.030 -0.022 0.218 4.100 6.051 0.001 0.013 0.00242 -0.030 0.048 4.411 -11.288 -6.400 0.037 0.037 -0.005

    33 3:LC02: SELFW 42 -0.018 -0.016 2.135 -15.461 5.143 0.040 0.026 0.02741 -0.018 -0.032 4.180 8.993 0.699 0.003 0.037 0.004

    105 -0.014 -0.032 -4.633 14.329 -1.756 -0.021 -0.038 -0.007106 -0.014 -0.016 -6.678 -10.125 2.688 0.005 0.004 0.016

    34 3:LC02: SELFW 106 -0.011 0.010 -5.329 -6.703 -4.065 0.001 -0.002 0.003105 -0.011 0.013 -4.236 11.213 0.631 -0.014 -0.024 0.007

    43 -0.007 0.013 3.042 9.079 0.134 -0.003 -0.010 0.00144 -0.007 0.010 1.949 -8.837 -4.562 0.001 0.008 -0.003

    35 3:LC02: SELFW 44 -0.001 0.003 0.742 -7.175 -1.037 -0.000 0.005 -0.00443 -0.001 0.007 1.675 6.980 -0.359 -0.001 -0.005 0.000

    107 -0.005 0.007 -2.085 6.104 -1.563 -0.001 0.012 -0.002108 -0.005 0.003 -3.018 -8.052 -2.242 0.011 0.008 -0.007

    36 3:LC02: SELFW 108 -0.010 -0.019 -3.848 -2.517 1.336 0.011 0.013 0.002107 -0.010 0.006 -0.735 1.109 0.420 -0.002 0.004 0.000

    45 -0.003 0.006 -0.353 1.442 -0.712 0.004 0.011 -0.00546 -0.003 -0.019 -3.467 -2.184 0.204 -0.000 -0.004 -0.003

  • Software licensed to

    Job Title

    Client

    Job No Sheet No Rev

    Part

    Ref

    By Date Chd

    File Date/Time

    16

    20-Oct-2010 12:08BG180-FRAME-STRENG

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

    Plate Corner Stress Cont... Shear Membrane Bending

    Plate L/C Node Qx(N/mm2)

    Qy(N/mm2)

    Sx(N/mm2)

    Sy(N/mm2)

    Sxy(N/mm2)

    Mx(kNm/m)

    My(kNm/m)

    Mxy(kNm/m)

    37 3:LC02: SELFW 46 0.003 -0.001 -0.456 2.009 -0.629 -0.002 -0.002 -0.00045 0.003 -0.002 -0.351 -4.137 -1.272 0.004 0.003 -0.00247 -0.001 -0.002 -0.207 -3.074 -1.445 -0.001 -0.002 -0.00048 -0.001 -0.001 -0.312 3.072 -0.803 0.002 -0.002 0.001

    38 3:LC02: SELFW 48 -0.001 -0.001 -1.479 3.676 0.705 0.003 -0.001 0.00347 -0.001 -0.002 -1.366 -3.753 1.298 -0.001 0.002 0.00149 0.001 -0.002 0.780 -4.734 1.110 0.001 -0.003 0.00250 0.001 -0.001 0.667 2.694 0.517 -0.001 -0.003 0.004

    39 3:LC02: SELFW 50 -0.004 -0.006 -0.037 -1.748 1.562 0.004 0.006 0.00549 -0.004 -0.003 0.819 1.081 0.883 -0.001 -0.002 0.002

    109 -0.006 -0.003 -1.360 1.525 0.324 -0.007 -0.006 -0.002110 -0.006 -0.006 -2.216 -1.304 1.002 0.002 -0.002 0.001

    40 3:LC02: SELFW 110 -0.004 0.000 -1.578 -0.538 -0.488 0.002 0.001 0.001109 -0.004 0.001 -1.327 1.160 -0.264 -0.006 -0.002 0.002

    74 0.001 0.001 1.570 0.953 -0.496 0.002 -0.001 0.00175 0.001 0.000 1.319 -0.745 -0.719 -0.001 0.001 -0.000

    41 3:LC02: SELFW 111 -0.011 0.001 0.028 0.372 -0.024 0.003 0.001 -0.00175 -0.011 0.008 0.027 -0.532 0.016 -0.007 -0.007 0.002

    110 0.007 0.008 -0.046 -0.656 0.020 0.001 0.005 0.004112 0.007 0.001 -0.045 0.248 -0.021 -0.004 -0.006 0.001

    42 3:LC02: SELFW 112 -0.034 0.011 0.252 1.061 -0.063 0.009 0.002 -0.001110 -0.034 0.032 0.216 -1.843 -0.002 -0.018 -0.019 0.01050 0.016 0.032 -0.403 -1.974 0.076 0.007 0.013 0.008

    113 0.016 0.011 -0.367 0.930 0.016 -0.006 -0.002 -0.00243 3:LC02: SELFW 113 -0.003 0.011 0.157 -1.457 -0.072 -0.001 -0.000 -0.000

    50 -0.003 0.011 0.139 3.498 -0.035 -0.003 -0.003 0.00848 -0.005 0.011 -0.090 3.302 0.065 -0.003 0.003 0.007

    114 -0.005 0.011 -0.072 -1.653 0.028 0.001 0.003 -0.00144 3:LC02: SELFW 114 0.003 -0.004 -0.045 -1.226 -0.092 -0.002 0.003 0.003

    48 0.003 -0.003 -0.071 3.248 -0.063 0.000 -0.000 0.00046 -0.008 -0.003 0.116 3.092 0.083 -0.005 0.001 -0.000

    115 -0.008 -0.004 0.143 -1.382 0.053 0.001 -0.001 0.00245 3:LC02: SELF