Barge 180Ft Deck Load Capacity & Strength-Rev1
Short Description
Perhitungan tentang kapasitas dan kemampuan barge untuk pengangkutan PIPA....
Description
CHINA NATIONAL OFFSHORE OIL CORP. (CNOOC SES B.V.) SOUTH EAST SUMATERA MARINE OPERATION
DECK LOAD CAPACITY AND STRENGTH CHECK FOR TYPICAL BARGE 180FT X 50FT X 10FT (PRELIMINARY STUDY)
1
20-Oct-10
REV
DATE
IFI PREPARED
Issued For Information DESCRIPTION
WY
IDC
CHECKED
APPROVED
COMPANY
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 DIVISION DOC. NO.: N/A
CLASS
REVISION
STATUS
N/A
1
N/A
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. 2. 3. 4. 5. 6. 7.
Introduction Purpose Reference Barge Description Deck Load and Capacity Global Longitudinal Strength 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
1.
DECK LOAD CAPACITY AND STRENGTH CHECK FOR TYPICAL BARGE 180FT X 50FT X 10FT
Page 3
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)
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 (LD) Width of deck loading area (BD) So, the total loading area (AD) to be Allowable deck load (WALL)
= 45.72 Meters = 14.0 Meters = 640.08 Meters2 = 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
6.3
DECK LOAD CAPACITY AND STRENGTH CHECK FOR TYPICAL BARGE 180FT X 50FT X 10FT
Page 5
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: = 0.451 meter3 • Minimum Section Modulus (WMIN) • Allowable Bending Stress (FB = 0.66 FY) = 16704.93 Ton/meter2 = 7533.923 Ton. Meter • Allowable Bending Moment (BMALL)
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 (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
SOUTH EAST SUMATERA MARINE OPERATION PROJECT CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES) PT. BERKAT PETROINDO NUSA SEJAHTERA Title
6.8
DECK LOAD CAPACITY AND STRENGTH CHECK FOR TYPICAL BARGE 180FT X 50FT X 10FT
Page 6
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)
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
Figure 6.3 Shear Force & Bending Moment Curve @ Sagging Case
Figure 6.4 Shear Force & Bending Moment Curve @ Hogging Case
Page 7
SOUTH EAST SUMATERA MARINE OPERATION PROJECT CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES) PT. BERKAT PETROINDO NUSA SEJAHTERA Title
7.
DECK LOAD CAPACITY AND STRENGTH CHECK FOR TYPICAL BARGE 180FT X 50FT X 10FT
Page 8
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.
SOUTH EAST SUMATERA MARINE OPERATION PROJECT CHINA NATIONAL OFFSHORE OIL CORPORATION (CNOOC SES) PT. BERKAT PETROINDO NUSA SEJAHTERA Title
7.5
DECK LOAD CAPACITY AND STRENGTH CHECK FOR TYPICAL BARGE 180FT X 50FT X 10FT
Page 9
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
1. 2.
100 94
Shear Stress (N/mm2) SQX SQY -0.175 -
0.135 -
Allowable (N/mm2)
Von Mises (N/mm2)
Allowable (N/mm2)
99.20
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
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
APPENDIX-1 CALCULATION NOTE
Page 10
CARGO DECK LOAD AND CAPACITY CALCULATION ON TYPICAL BARGE 180FT X 50FT X 10FT Cargo Barge Data: Length Overall Breadth Moulded Depth Moulded Frame Space
Deck Loading Data: (Loa) (B) (H) (s)
54.864 15.24 3.048 1.828
Meter Meter Meter Meter
Length of Deck Loading Width of Deck Loading Allowable Deck Load
45.72 Meter 14 Meter 1.5 Ton/M
(LD) (BD) (WALL)
Calculation Result: Total Deck Loading Area Proposed Total Load on Deck Actual Deck Load Maximum Deck Load Capacity Maximum Designed Loading Maximum Designed Deck Load Number of Loaded Transv Frame Uniform Dist Load (UDL) on Frame
(AD) (WL) (WDa) (WDMax) (WDL) (WD) (FR) (UDLT)
640.08 700 1.094 960.12 950.0 1.48
Meter Ton Ton/M2 Ton Ton Ton/M2
25.0 Unit 0.83 Ton/M
(AD = LDxBD) (Assumed) (WDa = WL/AD; Still OK < WALL) (WDMAX = ADxWALL) (WD = WDL/AD; Still OK < WALL) (FR = LD/s) (UDLT = (WDxBD)/FR)
Designed Lay-Out:
DECK LOADING AREA (AD) WD
LD
BARGE SECTION PROPERTIES MINIMUM MIDSHIP - SECTION MODULII Lightship Displacement Interpolated First Draft (T1) Interpolated Second Draft (T2) Displacement @ Draft T1 Displacement @ Draft T2 Draft @ Lightship Displ. (TL)
320.50 Tonnes 0.431 0.462 318.20 342.00
m m Tonnes Tonnes
(Stability Booklet) (Hydrostatic Properties) (Hydrostatic Properties) (Hydrostatic Properties) (Hydrostatic Properties)
0.434 m
Length Overall (Loa) Breadth Moulded (B) Depth Moulded (H) Sea Water Density (γ sea)
54.864 15.240 3.048 1.025
Estimated Block Coefficient (Cb)
0.862
m (General Arrangement) m (General Arrangement) m (General Arrangement) Tonnes/m3
F yield for ASTM A-36
235.0 N/mm2
(AISC ASD Standard)
Material Factor (k) Wave Coefficient (Co)
1.0 6.295
(BKI Rules for Hull Vol.II Sect.5) (BKI Rules for Hull Vol.II Sect.5.B.2)
0.451 m3
(BKI Rules for Hull Vol.II Sect.5.C.2)
Min. Midship Sect. Modulii (Wmin)
MINIMUM MIDSHIP - SHEAR AREA
ts
ts
tm
Typical Barge 180Ft x 50Ft x 10Ft Midship Cross Section
Depth @ Side Shell Plate Thickness @ Side Shell (ts) Depth @ Center Bulkhead Plate Thickness @ Center Bhd (tm) Min. Midship Shear Area (Av min)
3.048 8.00 3.048 8.00
m mm m mm
0.0732 m2
(Construction Drawings) (Construction Drawings) (Construction Drawings) (Construction Drawings)
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
APPENDIX-2 LONGITUDINAL STRENGTH – PROGRAM OUTPUT
Page 11
BARGE HYDROSTATIC PROPERTIES Trim Heel Water Density
0.000 0.000 1.025
meter degree Ton/m3
Draft Amidship (m)
Displ.
Draft at FP (m)
Draft at AP (m)
WL Length (m)
Wetted Area (m2)
Waterplane Area (m2)
LCB +ve fwd (m)
LCF +ve fwd (m)
KB
KG
BMt
BML
GMt
GML
KMt
KML
(Ton)
(m)
(m)
(m)
(m)
(m)
(m)
(m)
(m)
0.000 0.031 0.062 0.092 0.123 0.154 0.185 0.216 0.246 0.277 0.308 0.339 0.369 0.400 0.431 0.462 0.493 0.523 0.554 0.585 0.616 0.647 0.677 0.708 0.739 0.770 0.800 0.831 0.862 0.893 0.924 0.954 0.985 1.016 1.047 1.078 1.108 1.139 1.170 1.201 1.232 1.262 1.293 1.324 1.355 1.385 1.416 1.447 1.478 1.509 1.539 1.570 1.601 1.632 1.663 1.693 1.724 1.755 1.786 1.816 1.847 1.878 1.909 1.940 1.970 2.001 2.032 2.063 2.094 2.124 2.155 2.186 2.217 2.248 2.278 2.309 2.340 2.371 2.401 2.432 2.463 2.494 2.525 2.555 2.586 2.617 2.648 2.679 2.709 2.740 2.771 2.802 2.832 2.863 2.894 2.925 2.956 2.986 3.017 3.048
0.000 21.810 43.750 65.800 88.100 110.400 133.000 155.600 178.400 201.400 224.400 247.700 271.000 294.600 318.200 342.000 365.900 390.000 414.200 438.600 463.100 487.800 495.400 519.000 542.000 566.000 589.000 613.000 636.000 660.000 684.000 707.000 731.000 755.000 779.000 803.000 827.000 852.000 876.000 900.000 924.000 949.000 973.000 998.000 1022.000 1047.000 1072.000 1096.000 1121.000 1146.000 1171.000 1196.000 1221.000 1246.000 1271.000 1297.000 1322.000 1347.000 1373.000 1398.000 1424.000 1449.000 1475.000 1501.000 1526.000 1552.000 1578.000 1604.000 1630.000 1656.000 1682.000 1708.000 1734.000 1761.000 1787.000 1813.000 1840.000 1866.000 1892.000 1919.000 1945.000 1971.000 1998.000 2024.000 2050.000 2077.000 2103.000 2129.000 2156.000 2182.000 2209.000 2235.000 2261.000 2288.000 2314.000 2340.000 2367.000 2393.000 2419.000 2446.000
0.000 0.031 0.062 0.092 0.123 0.154 0.185 0.216 0.246 0.277 0.308 0.339 0.369 0.400 0.431 0.462 0.493 0.523 0.554 0.585 0.616 0.647 0.677 0.708 0.739 0.770 0.800 0.831 0.862 0.893 0.924 0.954 0.985 1.016 1.047 1.078 1.108 1.139 1.170 1.201 1.232 1.262 1.293 1.324 1.355 1.385 1.416 1.447 1.478 1.509 1.539 1.570 1.601 1.632 1.663 1.693 1.724 1.755 1.786 1.816 1.847 1.878 1.909 1.940 1.970 2.001 2.032 2.063 2.094 2.124 2.155 2.186 2.217 2.248 2.278 2.309 2.340 2.371 2.401 2.432 2.463 2.494 2.525 2.555 2.586 2.617 2.648 2.679 2.709 2.740 2.771 2.802 2.832 2.863 2.894 2.925 2.956 2.986 3.017 3.048
0.000 0.031 0.062 0.092 0.123 0.154 0.185 0.216 0.246 0.277 0.308 0.339 0.369 0.400 0.431 0.462 0.493 0.523 0.554 0.585 0.616 0.647 0.677 0.708 0.739 0.770 0.800 0.831 0.862 0.893 0.924 0.954 0.985 1.016 1.047 1.078 1.108 1.139 1.170 1.201 1.232 1.262 1.293 1.324 1.355 1.385 1.416 1.447 1.478 1.509 1.539 1.570 1.601 1.632 1.663 1.693 1.724 1.755 1.786 1.816 1.847 1.878 1.909 1.940 1.970 2.001 2.032 2.063 2.094 2.124 2.155 2.186 2.217 2.248 2.278 2.309 2.340 2.371 2.401 2.432 2.463 2.494 2.525 2.555 2.586 2.617 2.648 2.679 2.709 2.740 2.771 2.802 2.832 2.863 2.894 2.925 2.956 2.986 3.017 3.048
45.714 45.843 45.966 46.089 46.213 46.336 46.459 46.582 46.705 46.828 46.952 47.075 47.198 47.321 47.444 47.567 47.690 47.814 47.937 48.060 48.183 48.306 48.429 48.552 48.676 48.799 48.922 49.045 49.168 49.291 49.415 49.538 49.661 49.784 49.907 50.030 50.153 50.277 50.400 50.523 50.646 50.769 50.892 51.016 51.139 51.262 51.385 51.508 51.631 51.754 51.878 52.001 52.124 52.247 52.370 52.493 52.616 52.740 52.863 52.986 53.109 53.232 53.355 53.479 53.602 53.725 53.848 53.971 54.094 54.217 54.341 54.464 54.587 54.710 54.833 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864 54.864
0.000 694.557 700.557 706.576 712.612 718.667 724.739 730.830 736.940 743.067 749.213 755.377 761.559 767.759 773.977 780.214 786.469 792.742 799.033 805.342 811.670 818.016 801.474 806.348 811.227 816.112 821.000 825.893 830.790 835.690 840.593 845.499 850.407 855.317 860.228 865.141 870.054 874.968 879.882 884.795 889.708 894.620 899.530 904.439 909.346 914.250 919.151 924.049 930.717 935.764 940.819 945.881 950.949 956.024 961.106 966.195 971.290 976.391 981.499 986.613 991.734 996.861 1001.993 1007.132 1012.277 1017.428 1022.585 1027.748 1032.916 1038.090 1043.270 1048.455 1053.645 1058.841 1063.819 1068.129 1072.439 1076.749 1081.059 1085.369 1089.679 1093.989 1098.298 1102.608 1106.918 1111.228 1115.538 1119.848 1124.158 1128.468 1132.778 1137.088 1141.398 1145.708 1150.018 1154.328 1158.638 1162.948 1167.258 1171.568
0.000 690.828 693.080 695.332 697.584 699.836 702.089 704.341 706.593 708.845 711.097 713.350 715.602 717.854 720.106 722.358 724.611 726.863 729.115 731.367 733.619 735.871 738.065 739.955 741.844 743.734 745.624 747.513 749.403 751.293 753.182 755.072 756.962 758.851 760.741 762.631 764.521 766.410 768.300 770.190 772.079 773.969 775.859 777.748 779.638 781.528 783.417 785.307 787.193 789.057 790.921 792.784 794.648 796.512 798.375 800.239 802.103 803.967 805.830 807.694 809.558 811.421 813.285 815.149 817.013 818.876 820.740 822.604 824.467 826.331 828.195 830.059 831.922 833.786 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455 834.455
-27.432 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-27.432 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.015 0.031 0.046 0.062 0.077 0.092 0.108 0.123 0.139 0.154 0.169 0.185 0.200 0.216 0.231 0.246 0.262 0.277 0.292 0.308 0.323 0.339 0.355 0.371 0.386 0.402 0.418 0.434 0.450 0.466 0.482 0.498 0.514 0.529 0.545 0.561 0.577 0.593 0.609 0.624 0.640 0.656 0.672 0.688 0.704 0.719 0.735 0.751 0.767 0.783 0.799 0.816 0.832 0.848 0.864 0.880 0.896 0.912 0.929 0.945 0.961 0.977 0.993 1.009 1.026 1.042 1.058 1.074 1.090 1.106 1.123 1.139 1.155 1.171 1.187 1.204 1.220 1.236 1.252 1.269 1.285 1.301 1.317 1.333 1.349 1.365 1.381 1.397 1.413 1.429 1.445 1.461 1.477 1.493 1.509 1.525 1.541 1.557 1.573
2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134 2.134
0.000 628.650 314.325 209.550 157.162 125.730 104.775 89.807 78.581 69.850 62.865 57.150 52.387 48.358 44.904 41.910 39.291 36.979 34.925 33.087 31.432 29.936 29.565 28.308 27.156 26.096 25.118 24.213 23.373 22.591 21.861 21.179 20.539 19.938 19.373 18.839 18.336 17.860 17.408 16.981 16.574 16.187 15.819 15.468 15.133 14.812 14.506 14.213 13.931 13.661 13.402 13.153 12.913 12.683 12.461 12.247 12.040 11.841 11.649 11.463 11.284 11.110 10.942 10.779 10.622 10.469 10.321 10.177 10.037 9.901 9.770 9.642 9.517 9.396 9.265 9.131 9.000 8.873 8.749 8.629 8.512 8.399 8.288 8.180 8.075 7.973 7.873 7.775 7.680 7.588 7.497 7.409 7.323 7.238 7.156 7.075 6.997 6.920 6.844 6.771
0.000 5561.711 2799.017 1878.159 1417.759 1141.543 957.418 825.918 727.307 650.623 589.287 539.115 497.314 461.953 431.652 405.399 382.436 362.180 344.182 328.085 313.603 300.506 298.558 287.327 277.042 267.591 258.876 250.815 243.338 236.383 229.899 223.840 218.166 212.841 207.836 203.121 198.673 194.471 190.495 186.727 183.151 179.754 176.523 173.446 170.513 167.714 165.040 162.484 160.035 157.676 155.414 153.245 151.162 149.160 147.236 145.384 143.602 141.885 140.229 138.633 137.092 135.604 134.167 132.777 131.434 130.134 128.876 127.658 126.478 125.334 124.225 123.150 122.106 121.093 119.596 117.859 116.172 114.532 112.938 111.388 109.880 108.412 106.983 105.591 104.234 102.912 101.624 100.367 99.140 97.944 96.776 95.635 94.521 93.433 92.369 91.330 90.313 89.319 88.347 87.395
-2.134 626.532 312.222 207.463 155.090 123.673 102.734 87.781 76.571 67.855 60.885 55.186 50.439 46.424 42.985 40.007 37.403 35.108 33.068 31.246 29.607 28.125 27.770 26.529 25.393 24.349 23.387 22.498 21.674 20.908 20.194 19.527 18.903 18.318 17.768 17.251 16.763 16.303 15.868 15.456 15.065 14.694 14.341 14.006 13.687 13.382 13.092 12.814 12.549 12.295 12.052 11.819 11.595 11.381 11.175 10.977 10.787 10.604 10.428 10.258 10.095 9.937 9.785 9.639 9.497 9.361 9.229 9.101 8.977 8.858 8.743 8.631 8.522 8.417 8.303 8.184 8.070 7.959 7.852 7.748 7.647 7.550 7.455 7.364 7.275 7.188 7.104 7.023 6.944 6.868 6.793 6.721 6.650 6.582 6.516 6.451 6.388 6.327 6.268 6.210
-2.134 5559.593 2796.914 1876.071 1415.687 1139.486 955.377 823.892 725.296 648.628 587.308 537.150 495.365 460.020 429.734 403.497 380.548 360.308 342.326 326.244 311.778 298.696 296.763 285.548 275.279 265.844 257.145 249.100 241.638 234.700 228.232 222.188 216.530 211.221 206.231 201.533 197.101 192.914 188.954 185.202 181.642 178.261 175.046 171.985 169.067 166.284 163.626 161.085 158.652 156.310 154.064 151.911 149.844 147.859 145.950 144.115 142.348 140.647 139.008 137.427 135.903 134.431 133.010 131.637 130.310 129.026 127.784 126.582 125.418 124.291 123.198 122.139 121.111 120.115 118.634 116.913 115.242 113.619 112.041 110.507 109.015 107.563 106.150 104.774 103.434 102.128 100.855 99.614 98.404 97.224 96.072 94.947 93.849 92.777 91.729 90.705 89.705 88.727 87.770 86.835
0.000 628.665 314.356 209.596 157.224 125.807 104.867 89.915 78.704 69.989 63.019 57.319 52.572 48.558 45.119 42.141 39.537 37.241 35.202 33.379 31.740 30.259 29.904 28.662 27.526 26.483 25.521 24.632 23.807 23.041 22.327 21.661 21.037 20.452 19.902 19.385 18.897 18.437 18.001 17.589 17.198 16.828 16.475 16.140 15.820 15.516 15.225 14.948 14.682 14.428 14.185 13.952 13.729 13.514 13.308 13.111 12.921 12.738 12.562 12.392 12.229 12.071 11.919 11.772 11.631 11.494 11.362 11.235 11.111 10.992 10.876 10.764 10.656 10.551 10.436 10.318 10.204 10.093 9.986 9.882 9.781 9.683 9.589 9.497 9.408 9.322 9.238 9.157 9.078 9.001 8.927 8.854 8.784 8.716 8.649 8.585 8.522 8.461 8.401 8.343
0.000 5561.727 2799.048 1878.205 1417.820 1141.620 957.510 826.025 727.430 650.761 589.441 539.284 497.499 462.153 431.868 405.630 382.682 362.442 344.459 328.377 313.911 300.830 298.896 287.681 277.413 267.978 259.278 251.233 243.772 236.833 230.365 224.322 218.664 213.355 208.365 203.666 199.235 195.048 191.087 187.335 183.776 180.395 177.179 174.118 171.201 168.418 165.760 163.219 160.786 158.443 156.198 154.044 151.977 149.992 148.084 146.249 144.482 142.781 141.142 139.561 138.036 136.565 135.144 133.771 132.443 131.160 129.918 128.716 127.552 126.424 125.332 124.272 123.245 122.248 120.768 119.047 117.376 115.752 114.175 112.641 111.148 109.697 108.284 106.908 105.567 104.262 102.989 101.748 100.538 99.357 98.205 97.081 95.983 94.910 93.863 92.839 91.838 90.860 89.904 88.968
TPC
MTC
(Ton/cm) (Ton/cm) 0.000 7.082 7.105 7.129 7.152 7.175 7.198 7.221 7.244 7.267 7.290 7.313 7.336 7.359 7.383 7.406 7.429 7.452 7.475 7.498 7.521 7.544 7.567 7.586 7.605 7.625 7.644 7.664 7.683 7.702 7.722 7.741 7.760 7.780 7.799 7.818 7.838 7.857 7.877 7.896 7.915 7.935 7.954 7.973 7.993 8.012 8.032 8.051 8.070 8.089 8.109 8.128 8.147 8.166 8.185 8.204 8.223 8.242 8.261 8.280 8.300 8.319 8.338 8.357 8.376 8.395 8.414 8.433 8.452 8.472 8.491 8.510 8.529 8.548 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555 8.555
0.000 22.096 22.305 22.515 22.726 22.939 23.154 23.370 23.587 23.806 24.027 24.249 24.473 24.698 24.924 25.153 25.383 25.614 25.847 26.081 26.318 26.555 26.794 26.995 27.198 27.402 27.607 27.813 28.020 28.229 28.439 28.650 28.862 29.075 29.290 29.506 29.723 29.941 30.160 30.381 30.603 30.826 31.050 31.276 31.503 31.731 31.960 32.191 32.422 32.652 32.884 33.116 33.350 33.585 33.821 34.058 34.297 34.537 34.778 35.020 35.264 35.509 35.755 36.003 36.251 36.502 36.753 37.006 37.259 37.515 37.771 38.029 38.288 38.549 38.643 38.644 38.645 38.646 38.647 38.648 38.650 38.651 38.653 38.655 38.657 38.659 38.662 38.664 38.667 38.670 38.673 38.676 38.679 38.683 38.686 38.690 38.694 38.698 38.702 38.706
WEIGHT DISTRIBUTION TABLE No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Item Name
Lightship Maximum Deck Loading Tank 1S Tank 1P Tank 2S Tank 2P Tank 3S Tank 3P Tank 4S Tank 4P Tank 5S Tank 5P Tank 6S Tank 6P Tank 7S Tank 7P
Quantity
Weight (Ton)
1 1 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Total Weight=
320.500 950.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1271.00
LCG from AFT (Meters) 27.432 27.432 2.743 2.743 9.144 9.144 18.288 18.288 27.432 27.432 36.576 36.576 45.720 45.720 52.121 52.121 LCG=27.432
FWD Limit (Meters)
AFT Limit (Meters)
54.864 49.378
0.000 5.486
VCG from Keel TCG from Midship (Meters) (Meters) 2.134 5.048 1.978 1.978 1.524 1.524 1.524 1.524 1.524 1.524 1.524 1.524 1.524 1.524 1.978 1.978 VCG=4.313 FS corr.=0 VCG fluid=4.313
0.000 0.000 3.810 -3.810 3.810 -3.810 3.810 -3.810 3.810 -3.810 3.810 -3.810 3.810 -3.810 3.810 -3.810 TCG=0.000
SHEAR FORCE AND BENDING MOMENT AT STILL WATER CASE No.
Station Name
Long. Position (Meter)
Buoyancy (Ton/M)
Weight (Ton/M)
Net Load (Ton/M)
Shear Force (Ton)
Bending Moment (Ton.M)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
st 33 st 32 st 31 st 30 st 29 st 28 st 27 st 26 st 25 st 24 st 23 st 22 st 21 st 20 st 19 st 18 st 17 st 16 st 15 st 14 st 13 st 12 st 11 st 10 st 9 st 8 st 7 st 6 st 5 st 4 st 3 st 2 st 1
1.614 3.227 4.841 6.455 8.068 9.682 11.296 12.909 14.523 16.136 17.750 19.364 20.977 22.591 24.205 25.818 27.432 29.046 30.659 32.273 33.887 35.500 37.114 38.728 40.341 41.955 43 568 43.568 45.182 46.796 48.409 50.023 51.637 53.250
2.934 15.455 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25.959 25 959 25.959 25.959 25.959 25.959 25.959 15.455 2.934
5.842 5.842 5.842 27.485 27.485 27.485 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27 486 27.486 27.486 27.486 27.487 5.842 5.842 5.842
2.907 -9.613 -20.118 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.526 1.527 1.527 1.527 1.527 1.527 1.527 1.527 1.527 1 527 1.527 1.527 1.527 1.527 -20.118 -9.613 2.907
-7.242 -1.934 21.951 33.348 30.783 28.218 25.653 23.089 20.524 17.959 15.394 12.829 10.264 7.698 5.133 2.568 0.002 -2.563 -5.129 -7.695 -10.26 -12.826 -15.392 -17.958 -20.524 -23.09 -25 656 -25.656 -28.222 -30.789 -33.355 -21.951 1.934 7.242
9.199 21.523 9.898 -39.25 -88.928 -134.633 -176.364 -214.122 -247.906 -277.717 -303.553 -325.416 -343.304 -357.218 -367.158 -373.123 -375.114 -373.13 -367.171 -357.238 -343.329 -325.446 -303.587 -277.752 -247.943 -214.157 -176 396 -176.396 -134.66 -88.947 -39.258 9.898 21.523 9.199
SHEAR FORCE AND BENDING MOMENT AT SAGGING CASE No.
Station Name
Long. Position (Meter)
Buoyancy (Ton/M)
Weight (Ton/M)
Net Load (Ton/M)
Shear Force (Ton)
Bending Moment (Ton.M)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
st 33 st 32 st 31 st 30 st 29 st 28 st 27 st 26 st 25 st 24 st 23 st 22 st 21 st 20 st 19 st 18 st 17 st 16 st 15 st 14 st 13 st 12 st 11 st 10 st 9 st 8 st 7 st 6 st 5 st 4 st 3 st 2 st 1
1.614 3.227 4.841 6.455 8.068 9.682 11.296 12 909 12.909 14.523 16.136 17.750 19.364 20.977 22.591 24.205 25.818 27.432 29.046 30.659 32.273 33.887 35.500 37.114 38.728 40.341 41.955 43.568 45.182 46.796 48.409 50.023 51.637 53.250
0.000 0.000 3.384 8.493 13.223 17.575 21.549 25 144 25.144 28.361 31.199 33.659 35.740 37.443 38.768 39.714 40.282 40.471 40.282 39.714 38.768 37.443 35.740 33.659 31.199 28.361 25.144 21.549 17.575 13.223 8.493 3.384 0.000 0.000
5.842 5.842 5.842 27.486 27.486 27.486 27.486 27 486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 5.842 5.842 5.842
5.842 5.842 2.458 18.993 14.262 9.910 5.937 2 342 2.342 -0.875 -3.713 -6.173 -8.255 -9.957 -11.282 -12.228 -12.796 -12.985 -12.796 -12.228 -11.282 -9.957 -8.255 -6.173 -3.713 -0.875 2.342 5.937 9.910 14.262 18.993 2.458 5.842 5.842
-10.000 -19.000 -26.000 -47.000 -74.000 -93.000 -106.000 -113.000 113 000 -114.000 -111.000 -103.000 -91.000 -77.000 -60.000 -41.000 -21.000 0.000 21.000 41.000 60.000 77.000 91.000 103.000 111.000 114.000 113.000 106.000 93.000 74.000 47.000 26.000 19.000 10.000
10.000 36.000 76.000 131.000 231.000 368.000 531.000 710 000 710.000 896.000 1079.000 1252.000 1410.000 1547.000 1658.000 1739.000 1789.000 1806.000 1789.000 1739.000 1658.000 1547.000 1410.000 1252.000 1079.000 896.000 710.000 531.000 368.000 231.000 131.000 76.000 36.000 10.000
SHEAR FORCE AND BENDING MOMENT AT HOGGING CASE No.
Station Name
Long. Position (Meter)
Buoyancy (Ton/M)
Weight (Ton/M)
Net Load (Ton/M)
Shear Force (Ton)
Bending Moment (Ton.M)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33
st 33 st 32 st 31 st 30 st 29 st 28 st 27 st 26 st 25 st 24 st 23 st 22 st 21 st 20 st 19 st 18 st 17 st 16 st 15 st 14 st 13 st 12 st 11 st 10 st 9 st 8 st 7 st 6 st 5 st 4 st 3 st 2 st 1
1.614 3.227 4.841 6.455 8.068 9.682 11.296 12 909 12.909 14.523 16.136 17.750 19.364 20.977 22.591 24.205 25.818 27.432 29.046 30.659 32.273 33.887 35.500 37.114 38.728 40.341 41.955 43.568 45.182 46.796 48.409 50.023 51.637 53.250
24.597 37.117 46.354 41.245 36.514 32.162 28.189 24 594 24.594 21.377 18.539 16.079 13.997 12.294 10.970 10.024 9.456 9.267 9.456 10.024 10.970 12.294 13.997 16.079 18.539 21.377 24.594 28.189 32.162 36.514 41.245 46.354 37.117 24.597
5.842 5.842 5.842 27.486 27.486 27.486 27.486 27 486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 27.486 5.842 5.842 5.842
-18.755 -31.275 -40.512 -13.759 -9.029 -4.677 -0.703 2 892 2.892 6.109 8.947 11.407 13.488 15.191 16.516 17.462 18.030 18.219 18.030 17.462 16.516 15.191 13.488 11.407 8.947 6.109 2.892 0.703 -0.703 -4.677 -9.029 -13.759 -40.512 -31.276 -18.755
20.000 60.000 118.000 158.000 177.000 188.000 192.000 190 000 190.000 183.000 171.000 154.000 134.000 111.000 85.000 58.000 29.000 0.000 -29.000 -58.000 -85.000 -111.000 -134.000 -154.000 -171.000 -183.000 -190.000 192.000 -192.000 -188.000 -177.000 -158.000 -118.000 -60.000 -20.000
-12.000 -74.000 -215.000 -445.000 -716.000 -1010.000 -1316.000 -1624.000 1624 000 -1926.000 -2211.000 -2473.000 -2706.000 -2904.000 -3062.000 -3178.000 -3248.000 -3272.000 -3248.000 -3178.000 -3062.000 -2904.000 -2706.000 -2473.000 -2211.000 -1926.000 -1624.000 1316.000 -1316.000 -1010.000 -716.000 -445.000 -215.000 -74.000 -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
APPENDIX-3 DECK FRAME STRENGTH – PROGRAM OUTPUT
Page 12
Job No
Sheet No
Rev
1 Part
Software licensed to Job Title
Ref By
Client
File
Date
BG180-FRAME-STRENG
Chd Date/Time
20-Oct-2010 12:08
Basic Load Cases Number
Name
1
LC00: SELFWEIGHT
2
LC01: LOAD ON FRAME COLUMN
Combination Load Cases Comb. 3
Combination L/C Name
Primary
LC02: SELFWEIGHT + DECK LOAD
Primary L/C Name
Factor
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 Direction Y
Factor -1.000
Node Loads : 2 LC01: LOAD ON FRAME COLUMN Node
FX
FY
FZ
MX
MY
MZ
(Mton)
(Mton)
(Mton)
(kNm)
(kNm)
(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
-
-
-
-
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 1 of 33
Job No
Sheet No
Rev
2 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Stresses Shear Plate
L/C
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(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
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38
3:LC02: SELFW
-0.000
-0.001
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-0.529
0.908
0.001
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0.002
39
3:LC02: SELFW
-0.005
-0.005
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-0.112
0.943
-0.000
-0.001
0.001
40
3:LC02: SELFW
-0.001
0.001
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0.207
-0.492
-0.001
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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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 2 of 33
Job No
Sheet No
Rev
3 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Stresses Cont... Shear Plate
L/C
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 3 of 33
Job No
Sheet No
Rev
4 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Stresses Cont... Shear Plate
L/C
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 4 of 33
Job No
Sheet No
Rev
5 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Stresses Cont... Shear Plate
L/C
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 5 of 33
Job No
Sheet No
Rev
6 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Stresses Cont... Shear Plate
L/C
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 6 of 33
Job No
Sheet No
Rev
7 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Stresses Cont... Shear Plate 241
L/C
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
3:LC02: SELFW
0.000
0.000
-1.196
-0.023
-0.013
0.001
0.000
0.001
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
Plate Centre Stress Summary Shear Plate
L/C
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
0.135
-8.168
-2.378
2.944
0.018
0.007
-0.013
Max Qy
100
3:LC02: SELFW
-0.175 -0.175
0.135
-8.168
-2.378
2.944
0.018
0.007
-0.013
Min Qy
101
3:LC02: SELFW
-0.124
-8.047
-2.436
-3.978
0.008
-0.008
0.021
Max Sx
236
3:LC02: SELFW
-0.005
-0.094 0.000
1.214
0.014
-0.019
-0.001
0.000
0.001
Min Sx
207
3:LC02: SELFW
-0.000
-0.000
0.263
-0.030
-0.005
0.001
0.001
Max Sy
14
3:LC02: SELFW
-0.002
-0.004
-8.965 -1.750
3.923
0.722
-0.001
0.003
0.003
Min Sy
132
3:LC02: SELFW
-0.031
-0.089
-0.813
-0.119
-0.002
-0.001
0.003
Max Sxy
107
3:LC02: SELFW
-0.011
0.004
-8.305
-5.054 -2.360
5.355
0.017
-0.009
-0.006
Min Sxy
94
3:LC02: SELFW
-0.009
-0.003
-8.302
-2.232
-0.010
0.007
118
3:LC02: SELFW
0.036
0.007
-0.565
-0.578
-5.364 0.174
0.017
Max Mx
0.022
0.023
-0.007
Min Mx
181
3:LC02: SELFW
-0.001
-0.002
-6.888
-0.036
-0.711
-0.012
92
3:LC02: SELFW
0.048
0.003
-3.563
-1.385
4.320
-0.018 0.017
0.008
Max My
0.029
-0.003
Min My
94
3:LC02: SELFW
-0.009
-0.003
-8.302
-2.232
-5.364
0.017
0.007
Max Mxy
101
3:LC02: SELFW
-0.124
-0.094
-8.047
-2.436
-3.978
0.008
-0.010 -0.008
Min Mxy
93
3:LC02: SELFW
0.001
-0.029
-1.903
-1.935
3.230
0.022
-0.006
-0.018
0.021
Plate Centre Principal Stresses Plate
L/C
Principal Top Bottom (N/mm2)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 7 of 33
Job No
Sheet No
Rev
8 Part
Software licensed to Job Title
Ref By
Client
File
Date
BG180-FRAME-STRENG
Chd Date/Time
20-Oct-2010 12:08
Plate Centre Principal Stresses Cont... Plate
L/C
Principal Top Bottom (N/mm2)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 8 of 33
Job No
Sheet No
Rev
9 Part
Software licensed to Job Title
Ref By
Client
File
Date
BG180-FRAME-STRENG
Chd Date/Time
20-Oct-2010 12:08
Plate Centre Principal Stresses Cont... Plate
L/C
Principal Top Bottom (N/mm2)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(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
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 9 of 33
Job No
Sheet No
Rev
10 Part
Software licensed to Job Title
Ref By
Client
File
Date
BG180-FRAME-STRENG
Chd Date/Time
20-Oct-2010 12:08
Plate Centre Principal Stresses Cont... Plate
L/C
Principal Top Bottom (N/mm2)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(N/mm2)
115
3:LC02: SELFW
1.297
-1.297
1.127
2.338
1.297
2.544
116
3:LC02: SELFW
1.090
-1.090
0.965
1.184
1.090
1.269
117
3:LC02: SELFW
1.068
0.013
1.061
1.129
1.068
1.293
118
3:LC02: SELFW
2.065
1.068
1.789
3.081
2.065
3.557
119
3:LC02: SELFW
0.833
-0.559
1.213
5.479
1.392
6.015
120
3:LC02: SELFW
3.563
-3.563
3.086
3.559
3.563
3.573
121
3:LC02: SELFW
0.388
0.100
0.349
0.264
0.388
0.295
122
3:LC02: SELFW
1.944
-1.944
2.153
2.706
2.314
2.997
123
3:LC02: SELFW
2.004
-2.004
1.779
1.003
2.004
1.158
124
3:LC02: SELFW
1.164
-1.164
1.143
1.428
1.164
1.438
125
3:LC02: SELFW
0.204
-0.204
0.185
0.352
0.204
0.395
126
3:LC02: SELFW
1.299
-0.052
1.326
1.625
1.351
1.672
127
3:LC02: SELFW
0.083
0.022
0.074
0.377
0.083
0.393
128
3:LC02: SELFW
0.721
-0.088
0.768
0.843
0.808
0.903
129
3:LC02: SELFW
0.098
-0.098
0.128
0.098
0.145
0.105
130
3:LC02: SELFW
0.675
-0.675
0.642
0.854
0.675
0.899
131
3:LC02: SELFW
1.123
-1.123
1.108
1.322
1.123
1.329
132
3:LC02: SELFW
5.141
-5.141
4.712
4.750
5.141
5.005
133
3:LC02: SELFW
2.799
-0.709
3.213
4.113
3.508
4.206
134
3:LC02: SELFW
2.201
0.097
2.154
1.857
2.201
1.999
135
3:LC02: SELFW
2.001
-2.001
1.900
2.100
2.001
2.135
136
3:LC02: SELFW
2.589
-2.589
2.392
1.911
2.589
1.979
137
3:LC02: SELFW
1.839
-1.839
1.848
2.193
1.856
2.237
138
3:LC02: SELFW
0.919
-0.919
0.912
1.035
0.919
1.101
139
3:LC02: SELFW
0.391
-0.201
0.522
0.648
0.592
0.655
140
3:LC02: SELFW
0.401
-0.401
0.648
0.412
0.747
0.447
141
3:LC02: SELFW
0.701
-0.690
1.205
0.493
1.392
0.563
142
3:LC02: SELFW
0.785
-0.113
0.847
1.083
0.898
1.113
143
3:LC02: SELFW
0.693
-0.693
0.734
0.849
0.769
0.938
144
3:LC02: SELFW
1.760
-1.760
1.783
2.141
1.804
2.200
145
3:LC02: SELFW
2.665
-2.665
2.452
1.975
2.665
2.033
146
3:LC02: SELFW
1.985
-1.985
1.876
2.088
1.985
2.130
147
3:LC02: SELFW
2.220
0.123
2.161
1.861
2.220
2.005
148
3:LC02: SELFW
2.837
-0.728
3.263
4.163
3.565
4.263
149
3:LC02: SELFW
5.143
-5.143
4.712
4.745
5.143
4.997
150
3:LC02: SELFW
1.116
-1.116
1.101
1.311
1.116
1.317
151
3:LC02: SELFW
0.667
-0.667
0.635
0.844
0.667
0.890
152
3:LC02: SELFW
0.101
-0.101
0.139
0.095
0.158
0.105
153
3:LC02: SELFW
0.729
-0.083
0.773
0.844
0.811
0.905
154
3:LC02: SELFW
0.101
0.035
0.089
0.334
0.101
0.351
155
3:LC02: SELFW
1.323
-0.053
1.350
1.651
1.376
1.699
156
3:LC02: SELFW
0.200
-0.200
0.181
0.347
0.200
0.390
157
3:LC02: SELFW
1.170
-1.170
1.149
1.440
1.170
1.450
158
3:LC02: SELFW
1.896
-1.896
1.688
1.029
1.896
1.186
159
3:LC02: SELFW
1.929
-1.929
2.119
2.644
2.268
2.916
160
3:LC02: SELFW
0.375
0.088
0.340
0.267
0.375
0.297
161
3:LC02: SELFW
7.506
-7.506
7.540
6.768
7.574
6.809
162
3:LC02: SELFW
7.533
-7.533
7.534
6.817
7.534
6.870
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 10 of 33
Job No
Sheet No
Rev
11 Part
Software licensed to Job Title
Ref By
Client
File
Date
BG180-FRAME-STRENG
Chd Date/Time
20-Oct-2010 12:08
Plate Centre Principal Stresses Cont... Plate
L/C
Principal Top Bottom (N/mm2)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(N/mm2)
163
3:LC02: SELFW
7.389
-7.389
7.402
6.675
7.415
6.743
164
3:LC02: SELFW
7.560
-7.560
7.597
6.819
7.633
6.861
165
3:LC02: SELFW
0.454
-0.454
0.757
0.726
0.873
0.766
166
3:LC02: SELFW
1.783
-1.783
1.817
1.854
1.850
1.859
167
3:LC02: SELFW
1.033
-1.033
0.951
1.991
1.033
2.030
168
3:LC02: SELFW
0.870
-0.170
0.966
0.919
1.040
1.007
169
3:LC02: SELFW
0.425
-0.425
0.442
0.853
0.457
0.874
170
3:LC02: SELFW
1.437
-1.437
1.454
1.282
1.470
1.387
171
3:LC02: SELFW
1.827
-1.827
1.841
1.820
1.855
1.833
172
3:LC02: SELFW
0.505
-0.505
0.526
0.818
0.545
0.856
173
3:LC02: SELFW
0.826
-0.230
0.961
0.995
1.056
1.073
174
3:LC02: SELFW
0.815
-0.815
0.832
0.423
0.847
0.435
175
3:LC02: SELFW
0.694
-0.089
0.742
0.774
0.783
0.893
176
3:LC02: SELFW
1.874
-1.874
1.871
1.834
1.874
1.867
177
3:LC02: SELFW
1.960
-1.960
1.995
0.952
2.028
1.036
178
3:LC02: SELFW
0.897
0.027
0.884
0.908
0.897
0.909
179
3:LC02: SELFW
0.438
-0.438
0.493
0.639
0.534
0.707
180
3:LC02: SELFW
4.100
-4.100
4.159
3.083
4.214
3.139
181
3:LC02: SELFW
8.200
-8.200
8.560
5.582
8.879
5.819
182
3:LC02: SELFW
3.704
-3.704
3.823
2.340
3.931
2.432
183
3:LC02: SELFW
3.576
-3.576
3.681
2.261
3.778
2.345
184
3:LC02: SELFW
8.113
-8.113
8.478
5.511
8.800
5.749
185
3:LC02: SELFW
4.344
-4.344
4.403
3.268
4.460
3.324
186
3:LC02: SELFW
0.771
-0.771
0.801
1.003
0.829
1.021
187
3:LC02: SELFW
1.804
-1.804
1.773
1.693
1.804
1.725
188
3:LC02: SELFW
0.819
-0.819
1.063
1.170
1.201
1.271
189
3:LC02: SELFW
0.989
-0.989
1.110
0.999
1.200
1.128
190
3:LC02: SELFW
1.640
-1.640
1.673
1.752
1.705
1.784
191
3:LC02: SELFW
1.067
-1.067
1.050
0.849
1.067
0.877
192
3:LC02: SELFW
0.923
-0.012
0.930
0.893
0.936
0.905
193
3:LC02: SELFW
0.552
-0.552
0.660
0.513
0.732
0.557
194
3:LC02: SELFW
1.274
-1.274
1.180
0.609
1.274
0.620
195
3:LC02: SELFW
1.299
-1.299
1.321
0.819
1.342
0.870
196
3:LC02: SELFW
1.335
-1.335
1.366
1.071
1.395
1.127
197
3:LC02: SELFW
1.368
-1.368
1.382
1.299
1.396
1.330
198
3:LC02: SELFW
1.380
-1.380
1.391
1.582
1.402
1.606
199
3:LC02: SELFW
1.278
-1.278
1.384
2.098
1.469
2.196
200
3:LC02: SELFW
1.331
-1.331
1.309
1.064
1.331
1.071
201
3:LC02: SELFW
0.830
-0.830
0.827
0.664
0.830
0.672
202
3:LC02: SELFW
0.299
-0.299
0.306
0.241
0.312
0.241
203
3:LC02: SELFW
0.282
-0.050
0.311
0.264
0.333
0.283
204
3:LC02: SELFW
0.792
-0.026
0.805
0.693
0.818
0.708
205
3:LC02: SELFW
1.279
-0.026
1.292
1.093
1.305
1.113
206
3:LC02: SELFW
9.684
-9.684
9.521
8.363
9.684
8.527
207
3:LC02: SELFW
9.441
-9.441
9.614
8.586
9.778
8.679
208
3:LC02: SELFW
9.420
-9.420
9.401
8.439
9.420
8.442
209
3:LC02: SELFW
9.367
-9.367
9.489
8.479
9.606
8.587
210
3:LC02: SELFW
9.306
-9.306
9.256
8.145
9.306
8.211
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
Print Run 11 of 33
Job No
Sheet No
Rev
12 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Centre Principal Stresses Cont... Plate
Principal Top Bottom
L/C
(N/mm2)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(N/mm2)
211
3:LC02: SELFW
9.395
-9.395
8.414
7.267
9.395
8.253
212
3:LC02: SELFW
1.587
-1.587
1.658
1.677
1.720
1.746
213
3:LC02: SELFW
1.224
-1.224
1.323
1.465
1.403
1.526
214
3:LC02: SELFW
1.187
-1.187
1.262
1.408
1.326
1.463
215
3:LC02: SELFW
1.233
-1.233
1.288
1.448
1.337
1.482
216
3:LC02: SELFW
1.529
-1.529
1.547
1.575
1.564
1.580
217
3:LC02: SELFW
1.024
-1.024
1.030
1.181
1.035
1.188
218
3:LC02: SELFW
9.677
-9.677
9.514
8.333
9.677
8.500
219
3:LC02: SELFW
9.422
-9.422
9.594
8.564
9.758
8.656
220
3:LC02: SELFW
9.399
-9.399
9.381
8.423
9.399
8.425
221
3:LC02: SELFW
9.346
-9.346
9.468
8.464
9.585
8.572
222
3:LC02: SELFW
9.285
-9.285
9.236
8.135
9.285
8.200
223
3:LC02: SELFW
9.374
-9.374
8.396
7.261
9.374
8.245
224
3:LC02: SELFW
1.611
-1.611
1.685
1.663
1.750
1.725
225
3:LC02: SELFW
1.394
-1.394
1.457
1.312
1.513
1.388
226
3:LC02: SELFW
1.340
-1.340
1.397
1.249
1.448
1.309
227
3:LC02: SELFW
1.401
-1.401
1.434
1.272
1.465
1.318
228
3:LC02: SELFW
1.558
-1.558
1.561
1.529
1.564
1.545
229
3:LC02: SELFW
1.175
-1.175
1.167
1.011
1.175
1.017
230
3:LC02: SELFW
1.288
-1.288
1.396
2.121
1.483
2.220
231
3:LC02: SELFW
1.397
-1.397
1.410
1.591
1.423
1.615
232
3:LC02: SELFW
1.385
-1.385
1.400
1.305
1.415
1.335
233
3:LC02: SELFW
1.351
-1.351
1.383
1.074
1.413
1.130
234
3:LC02: SELFW
1.314
-1.314
1.337
0.820
1.358
0.870
235
3:LC02: SELFW
1.290
-1.290
1.194
0.609
1.290
0.619
236
3:LC02: SELFW
1.140
0.043
1.119
1.317
1.140
1.331
237
3:LC02: SELFW
0.698
-0.034
0.716
0.828
0.732
0.842
238
3:LC02: SELFW
0.255
-0.048
0.282
0.330
0.303
0.355
239
3:LC02: SELFW
0.241
-0.241
0.243
0.312
0.246
0.321
240
3:LC02: SELFW
0.676
-0.676
0.668
0.835
0.676
0.837
241
3:LC02: SELFW
1.067
-1.067
1.076
1.325
1.084
1.346
Plate Centre Principal Stress Summary Plate
L/C
Principal Top Bottom (N/mm2)
Max (t)
107
3:LC02: SELFW
Max (b)
107
3:LC02: SELFW
10.025 10.025
Max VM (t)
94
3:LC02: SELFW
Max VM (b)
94
Tresca (t) Tresca (b)
(N/mm2)
Von Mis Top Bottom (N/mm2)
(N/mm2)
Top
Tresca Bottom
(N/mm2)
(N/mm2)
-10.025
10.079
13.844
10.131
14.565
10.079
13.844
10.131
14.565
10.010
-10.025 -10.010
13.906
10.147
14.699
3:LC02: SELFW
10.010
-10.010
10.079 10.079
10.147
14.699
94
3:LC02: SELFW
10.010
-10.010
10.079
13.906 13.906
14.699
94
3:LC02: SELFW
10.010
-10.010
10.079
13.906
10.147 10.147
Print Time/Date: 20/10/2010 16:33
STAAD.Pro for Windows 20.07.04.12
14.699
Print Run 12 of 33
Job No
Sheet No
Rev
13 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Shear Plate 1
2
3
4
5
6
7
8
9
10
11
12
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
52
0.001
-0.000
1.294
-0.731
0.708
-0.001
0.000
0.000
51
0.001
-0.001
1.550
0.939
0.493
0.002
-0.001
-0.000
83
-0.004
-0.001
-1.305
1.138
0.257
-0.006
-0.002
-0.002
84
-0.004
-0.000
-1.561
-0.532
0.472
0.002
0.001
-0.001
84
-0.006
0.006
-2.200
-1.276
-0.985
0.002
-0.002
-0.001
83
-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
-0.002
2
-0.004
0.006
-0.060
-1.714
-1.555
0.004
0.006
-0.005
2
0.001
0.001
0.661
2.703
-0.517
-0.001
-0.003
-0.003
1
0.001
0.002
0.778
-4.702
-1.090
0.001
-0.003
-0.002
3
-0.001
0.002
-1.347
-3.754
-1.283
-0.001
0.001
-0.001
4
-0.001
0.001
-1.464
3.651
-0.710
0.003
-0.001
-0.003
4
-0.001
0.000
-0.376
2.994
0.825
0.002
-0.002
-0.001
3
-0.001
0.002
-0.266
-3.011
1.446
-0.001
-0.002
0.000
5
0.003
0.002
-0.271
-4.038
1.265
0.004
0.003
0.001
6
0.003
0.000
-0.381
1.967
0.644
-0.002
-0.002
0.000
6
-0.002
0.016
-3.218
-2.435
-0.116
-0.001
-0.004
0.002
5
-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
0.000
86
-0.008
0.016
-3.702
-2.765
-1.252
0.010
0.012
-0.002
86
-0.005
-0.003
-3.071
-8.096
2.262
0.011
0.008
0.006
85
-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
-0.001
8
-0.001
-0.003
0.655
-7.263
0.992
0.000
0.005
0.004
8
-0.007
-0.011
1.921
-8.805
4.571
0.002
0.008
0.003
7
-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
-0.007
88
-0.011
-0.011
-5.307
-6.656
4.033
0.001
-0.003
-0.003
88
-0.014
0.016
-6.634
-10.120
-2.636
0.005
0.004
-0.016
87
-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
-0.004
10
-0.018
0.016
2.091
-15.403
-5.089
0.040
0.026
-0.028
10
-0.031
-0.049
4.391
-11.272
6.391
0.038
0.037
0.005
9
-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
-0.018
90
-0.013
-0.049
-6.392
-6.747
7.923
0.006
-0.007
-0.011
90
0.004
-0.003
-5.672
3.890
-2.214
0.004
-0.001
-0.003
89
0.004
-0.005
-5.027
-4.218
-2.207
0.011
0.010
-0.007
11
0.002
-0.005
2.857
-4.227
-3.040
0.001
-0.002
-0.003
12
0.002
-0.003
2.212
3.881
-3.048
-0.001
-0.006
0.001
12
-0.001
-0.000
-1.522
15.659
-0.897
0.000
-0.010
0.002
11
-0.001
-0.002
-1.184
-15.751
0.072
-0.002
-0.004
0.000
13
0.000
-0.002
-0.044
-17.354
-0.487
0.000
-0.011
0.001
14
0.000
-0.000
-0.382
14.056
-1.456
0.001
-0.009
0.003
14
0.000
-0.001
-0.883
11.760
2.135
0.001
-0.007
0.003
13
0.000
-0.001
-0.558
-15.159
0.902
0.002
-0.005
0.002
15
0.001
-0.001
-0.707
-13.118
0.364
-0.001
-0.007
0.003
16
0.001
-0.001
-1.032
13.800
1.597
-0.002
-0.009
0.004
STAAD.Pro for Windows 20.07.04.12
Print Run 13 of 33
Job No
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Rev
14 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 13
14
15
16
17
18
19
20
21
22
23
24
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
16
-0.002
-0.002
1.278
-5.985
4.442
0.005
0.004
0.006
15
-0.002
-0.002
1.634
3.928
2.535
-0.000
0.004
0.003
17
0.000
-0.002
-3.899
7.084
1.946
-0.000
-0.001
0.003
18
0.000
-0.002
-4.255
-2.828
3.853
-0.001
0.001
0.005
18
-0.000
-0.002
-4.123
-8.474
0.926
0.001
0.006
0.005
17
-0.000
-0.005
-2.149
17.628
2.342
0.001
0.006
0.002
91
-0.003
-0.005
0.622
16.319
0.518
-0.005
-0.003
0.001
92
-0.003
-0.002
-1.351
-9.782
-0.898
0.001
0.003
0.003
92
-0.006
0.001
-3.224
-10.092
-3.683
0.004
0.009
0.000
91
-0.006
0.004
-2.650
14.144
-2.056
-0.007
-0.004
0.003
19
-0.004
0.004
-0.282
12.282
-2.713
-0.002
0.006
-0.002
20
-0.004
0.001
-0.856
-11.954
-4.340
0.006
0.009
-0.004
20
0.003
0.000
0.213
3.171
-1.057
-0.004
-0.003
-0.002
19
0.003
-0.000
0.358
-3.459
-1.156
0.003
0.000
-0.002
21
-0.002
-0.000
-1.399
-3.254
-1.456
-0.001
-0.001
-0.001
22
-0.002
0.000
-1.544
3.377
-1.357
0.004
-0.001
-0.001
22
-0.002
-0.001
0.999
6.704
0.384
0.004
-0.003
0.001
21
-0.002
0.000
1.133
-5.399
1.293
-0.002
-0.003
0.000
23
0.004
0.000
-1.897
-7.279
1.017
0.004
-0.001
0.002
24
0.004
-0.001
-2.031
4.824
0.108
-0.006
-0.006
0.002
24
-0.003
0.019
-5.169
-0.097
-1.625
-0.002
-0.004
0.003
23
-0.003
-0.006
-3.849
0.473
3.554
0.004
0.009
0.006
93
-0.011
-0.006
0.518
-1.410
3.074
-0.003
0.003
0.001
94
-0.011
0.019
-0.802
-1.980
-2.105
0.013
0.013
-0.002
94
-0.006
-0.005
0.687
-7.867
3.083
0.013
0.010
0.008
93
-0.006
-0.006
1.563
4.886
1.148
-0.001
0.010
0.001
95
0.001
-0.006
-1.578
7.745
-0.146
0.000
-0.003
0.000
96
0.001
-0.005
-2.454
-5.008
1.789
-0.005
0.000
0.006
96
0.006
0.009
-4.547
-5.284
1.314
-0.005
-0.001
-0.001
95
0.006
-0.013
-0.339
7.980
-1.250
0.000
-0.004
0.000
25
0.001
-0.013
-1.053
8.563
-2.206
-0.006
-0.012
0.002
26
0.001
0.009
-5.262
-4.702
0.358
0.001
0.004
0.001
26
-0.010
-0.009
-5.454
-5.186
0.336
0.002
0.005
0.003
25
-0.010
-0.007
-0.832
9.072
3.020
-0.006
-0.012
0.002
97
-0.009
-0.007
-0.082
8.462
1.970
-0.006
-0.016
-0.002
98
-0.009
-0.009
-4.704
-5.796
-0.714
-0.001
0.000
-0.001
98
-0.004
0.005
-2.624
-5.701
-1.716
0.001
0.003
-0.006
97
-0.004
0.009
-1.583
8.490
0.189
-0.006
-0.009
0.002
99
-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
-0.009
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
-0.002
27
-0.001
0.007
-3.370
0.682
-3.768
0.005
0.010
-0.006
28
-0.001
-0.023
-5.340
-0.120
1.462
-0.003
-0.006
-0.002
28
0.004
0.001
-2.007
4.663
-0.131
-0.006
-0.006
-0.002
27
0.004
-0.000
-1.862
-7.045
-0.999
0.005
-0.001
-0.002
29
-0.002
-0.000
1.101
-5.248
-1.299
-0.002
-0.003
-0.000
30
-0.002
0.001
0.956
6.460
-0.430
0.004
-0.002
-0.001
STAAD.Pro for Windows 20.07.04.12
Print Run 14 of 33
Job No
Sheet No
Rev
15 Part
Software licensed to Job Title
Ref By
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File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 25
26
27
28
29
30
31
32
33
34
35
36
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
30
-0.002
-0.000
-1.521
3.311
1.352
0.004
-0.001
0.001
29
-0.002
0.000
-1.367
-3.218
1.452
-0.001
-0.001
0.001
31
0.003
0.000
0.344
-3.426
1.132
0.003
0.000
0.002
32
0.003
-0.000
0.189
3.103
1.032
-0.004
-0.003
0.002
32
-0.004
-0.001
-0.872
-11.918
4.343
0.006
0.009
0.004
31
-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
-0.003
102
-0.006
-0.001
-3.216
-10.053
3.655
0.004
0.009
-0.000
102
-0.003
0.002
-1.357
-9.756
0.925
0.000
0.003
-0.003
101
-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
-0.002
34
-0.001
0.002
-4.148
-8.436
-0.927
0.001
0.006
-0.005
34
0.000
0.002
-4.261
-2.802
-3.843
-0.001
0.001
-0.005
33
0.000
0.002
-3.898
6.996
-1.939
-0.000
-0.001
-0.003
35
-0.002
0.002
1.641
3.847
-2.541
-0.000
0.004
-0.003
36
-0.002
0.002
1.278
-5.952
-4.444
0.005
0.004
-0.006
36
0.001
0.001
-1.038
13.814
-1.589
-0.002
-0.009
-0.004
35
0.001
0.001
-0.706
-13.186
-0.357
-0.001
-0.007
-0.003
37
0.000
0.001
-0.553
-15.225
-0.906
0.002
-0.005
-0.002
38
0.000
0.001
-0.885
11.774
-2.139
0.001
-0.007
-0.003
38
0.000
0.000
-0.386
14.054
1.464
0.001
-0.009
-0.003
37
0.000
0.002
-0.042
-17.405
0.494
0.000
-0.011
-0.001
39
-0.001
0.002
-1.180
-15.800
-0.076
-0.002
-0.004
-0.000
40
-0.001
0.000
-1.525
15.660
0.895
0.000
-0.010
-0.002
40
0.002
0.003
2.209
3.863
3.058
-0.001
-0.006
-0.001
39
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
0.007
104
0.004
0.003
-5.681
3.878
2.213
0.004
-0.001
0.003
104
-0.013
0.048
-6.412
-6.762
-7.924
0.006
-0.007
0.011
103
-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
0.002
42
-0.030
0.048
4.411
-11.288
-6.400
0.037
0.037
-0.005
42
-0.018
-0.016
2.135
-15.461
5.143
0.040
0.026
0.027
41
-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
-0.007
106
-0.014
-0.016
-6.678
-10.125
2.688
0.005
0.004
0.016
106
-0.011
0.010
-5.329
-6.703
-4.065
0.001
-0.002
0.003
105
-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
0.001
44
-0.007
0.010
1.949
-8.837
-4.562
0.001
0.008
-0.003
44
-0.001
0.003
0.742
-7.175
-1.037
-0.000
0.005
-0.004
43
-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
-0.002
108
-0.005
0.003
-3.018
-8.052
-2.242
0.011
0.008
-0.007
108
-0.010
-0.019
-3.848
-2.517
1.336
0.011
0.013
0.002
107
-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
-0.005
46
-0.003
-0.019
-3.467
-2.184
0.204
-0.000
-0.004
-0.003
STAAD.Pro for Windows 20.07.04.12
Print Run 15 of 33
Job No
Sheet No
Rev
16 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 37
38
39
40
41
42
43
44
45
46
47
48
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
46
0.003
-0.001
-0.456
2.009
-0.629
-0.002
-0.002
-0.000
45
0.003
-0.002
-0.351
-4.137
-1.272
0.004
0.003
-0.002
47
-0.001
-0.002
-0.207
-3.074
-1.445
-0.001
-0.002
-0.000
48
-0.001
-0.001
-0.312
3.072
-0.803
0.002
-0.002
0.001
48
-0.001
-0.001
-1.479
3.676
0.705
0.003
-0.001
0.003
47
-0.001
-0.002
-1.366
-3.753
1.298
-0.001
0.002
0.001
49
0.001
-0.002
0.780
-4.734
1.110
0.001
-0.003
0.002
50
0.001
-0.001
0.667
2.694
0.517
-0.001
-0.003
0.004
50
-0.004
-0.006
-0.037
-1.748
1.562
0.004
0.006
0.005
49
-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
-0.002
110
-0.006
-0.006
-2.216
-1.304
1.002
0.002
-0.002
0.001
110
-0.004
0.000
-1.578
-0.538
-0.488
0.002
0.001
0.001
109
-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
0.001
75
0.001
0.000
1.319
-0.745
-0.719
-0.001
0.001
-0.000
111
-0.011
0.001
0.028
0.372
-0.024
0.003
0.001
-0.001
75
-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
0.004
112
0.007
0.001
-0.045
0.248
-0.021
-0.004
-0.006
0.001
112
-0.034
0.011
0.252
1.061
-0.063
0.009
0.002
-0.001
110
-0.034
0.032
0.216
-1.843
-0.002
-0.018
-0.019
0.010
50
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
-0.002
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
0.008
48
-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
-0.001
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
0.000
46
-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
0.002
115
-0.027
0.010
-0.189
2.393
-0.486
0.005
0.001
-0.001
46
-0.027
0.015
-0.658
-3.466
-0.043
-0.012
-0.011
0.003
108
0.007
0.015
-0.182
-3.999
0.520
0.007
-0.001
-0.002
116
0.007
0.010
0.287
1.860
0.077
-0.003
0.007
-0.005
116
0.016
-0.013
0.204
4.518
-0.212
-0.005
-0.002
0.000
108
0.016
-0.020
0.140
-7.362
-0.100
0.009
0.007
-0.011
44
-0.025
-0.020
-0.299
-7.843
0.174
-0.013
-0.012
-0.012
117
-0.025
-0.013
-0.235
4.036
0.060
0.007
0.000
-0.001
117
0.071
-0.021
0.388
2.939
-0.615
-0.024
-0.018
0.006
44
0.071
-0.082
0.081
-3.181
0.074
0.027
0.037
-0.012
106
-0.039
-0.081
0.640
-4.216
0.534
-0.034
-0.034
-0.003
118
-0.039
-0.021
0.946
1.904
-0.155
0.003
-0.015
0.016
118
-0.086
0.061
-0.655
6.794
-0.231
0.020
-0.015
-0.008
106
-0.086
0.070
-0.793
-12.020
-0.160
-0.049
-0.029
0.035
42
0.080
0.070
0.523
-12.304
0.387
0.045
0.021
0.035
119
0.080
0.061
0.661
6.509
0.314
-0.019
0.008
-0.008
STAAD.Pro for Windows 20.07.04.12
Print Run 16 of 33
Job No
Sheet No
Rev
17 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 49
50
51
52
53
54
55
56
57
58
59
60
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
119
0.072
-0.067
-0.049
6.144
0.740
-0.012
0.022
0.020
42
0.072
-0.096
0.312
-15.288
-0.329
0.047
0.035
-0.004
104
-0.083
-0.096
-1.853
-14.010
-0.763
-0.046
-0.029
-0.005
120
-0.083
-0.067
-2.215
7.421
0.307
0.020
-0.013
0.019
120
-0.070
0.032
1.037
-3.304
-0.100
0.018
0.009
-0.009
104
-0.070
0.055
0.950
5.538
-0.298
-0.038
-0.030
0.021
40
0.070
0.055
-0.816
6.381
0.069
0.031
0.032
0.022
121
0.070
0.032
-0.730
-2.461
0.267
-0.025
-0.009
-0.008
121
-0.042
0.012
0.220
-7.349
-0.100
0.016
0.015
0.000
40
-0.042
0.023
0.170
14.413
-0.186
-0.017
-0.013
0.013
38
0.022
0.023
0.021
14.914
0.090
0.009
0.017
0.008
122
0.022
0.012
0.072
-6.847
0.176
-0.009
-0.003
-0.004
122
0.009
-0.007
-0.453
-6.138
-0.084
-0.005
0.008
0.004
38
0.009
-0.006
-0.492
12.251
-0.143
0.003
0.000
-0.001
36
-0.030
-0.006
0.638
12.599
0.077
-0.012
0.002
-0.006
123
-0.030
-0.007
0.679
-5.789
0.136
0.011
0.002
-0.001
123
0.041
-0.022
-0.757
1.960
-0.046
-0.017
-0.000
0.005
36
0.041
-0.026
-0.772
-3.631
-0.053
0.016
0.006
-0.012 -0.012
34
-0.045
-0.026
0.684
-3.602
0.030
-0.021
-0.010
124
-0.045
-0.022
0.699
1.989
0.037
0.015
-0.002
0.005
124
0.009
-0.001
-0.748
3.856
-0.103
-0.006
-0.002
-0.005
34
0.009
0.012
-0.764
-6.671
0.050
-0.000
-0.011
-0.001
102
0.011
0.012
0.417
-7.145
0.097
0.001
0.008
0.005
125
0.011
-0.001
0.433
3.382
-0.055
-0.006
-0.015
0.001
125
-0.053
0.026
0.230
6.013
-0.095
0.016
0.002
-0.006
102
-0.053
0.044
0.212
-10.929
0.032
-0.026
-0.028
0.017
32
0.037
0.044
-0.535
-11.411
0.101
0.015
0.018
0.017
126
0.037
0.026
-0.516
5.531
-0.026
-0.015
-0.009
-0.006
126
-0.009
0.014
0.392
-1.245
-0.078
0.002
0.003
0.000
32
-0.009
0.017
0.376
3.531
-0.041
-0.005
-0.007
0.012
30
-0.004
0.017
-0.321
3.287
0.069
-0.002
0.006
0.011
127
-0.004
0.014
-0.305
-1.489
0.032
0.001
-0.000
-0.001
127
0.009
-0.006
0.140
-2.686
-0.064
-0.004
0.006
0.005
30
0.009
-0.003
0.122
6.247
-0.068
0.003
-0.002
0.001
28
-0.014
-0.003
-0.032
6.277
0.052
-0.008
0.004
0.001
128
-0.014
-0.006
-0.014
-2.656
0.056
0.003
-0.003
0.004
128
-0.053
0.015
-0.486
2.664
0.097
0.011
0.007
-0.004
28
-0.053
0.092
-0.505
-5.072
-0.050
-0.027
-0.042
0.011
100
0.025
0.092
0.340
-4.896
-0.028
0.020
0.028
0.006
129
0.025
0.015
0.359
2.841
0.120
-0.005
0.004
-0.010
129
0.028
-0.020
0.099
3.854
-0.104
-0.007
0.001
0.003
100
0.028
-0.023
0.061
-6.719
-0.138
0.015
0.006
-0.012 -0.013
98
-0.032
-0.023
-0.179
-6.551
0.048
-0.018
-0.011
130
-0.032
-0.020
-0.141
4.022
0.083
0.007
-0.004
0.002
130
-0.004
0.007
0.967
1.454
-0.161
-0.003
-0.011
-0.005
98
-0.004
0.022
-0.255
-2.044
-0.559
-0.010
-0.008
-0.001
26
0.020
0.022
-0.507
-1.745
0.357
0.007
0.002
0.001
131
0.020
0.007
0.715
1.752
0.755
-0.006
-0.010
-0.003
STAAD.Pro for Windows 20.07.04.12
Print Run 17 of 33
Job No
Sheet No
Rev
18 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 61
62
63
64
65
66
67
68
69
70
71
72
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
131
0.024
0.007
0.710
1.592
-0.647
-0.007
-0.014
0.003
26
0.024
-0.051
-0.429
-1.619
-0.381
0.010
0.011
-0.002 -0.000
96
-0.009
-0.051
-0.229
-1.819
0.473
-0.012
-0.016
132
-0.009
0.007
0.909
1.392
0.206
-0.002
-0.007
0.005
132
-0.030
0.019
-0.139
3.630
-0.062
0.006
-0.005
-0.002
96
-0.030
0.020
-0.166
-5.849
-0.025
-0.018
-0.008
0.011
94
0.027
0.020
0.075
-6.029
0.106
0.014
0.004
0.010
133
0.027
0.019
0.102
3.449
0.069
-0.007
0.002
-0.003
133
0.029
-0.012
0.208
2.986
-0.047
-0.006
0.001
0.009
94
0.029
-0.104
0.318
-5.146
0.155
0.022
0.034
-0.007 -0.012
24
-0.056
-0.104
-0.417
-5.388
0.022
-0.029
-0.047
134
-0.056
-0.012
-0.528
2.744
-0.180
0.011
0.009
0.004
134
-0.014
0.005
-0.003
-2.773
-0.058
0.003
-0.003
-0.004
24
-0.014
0.002
-0.021
6.506
-0.050
-0.008
0.004
-0.002
22
0.009
0.002
0.112
6.452
0.070
0.003
-0.002
-0.002
135
0.009
0.005
0.130
-2.827
0.062
-0.004
0.006
-0.005
135
-0.004
-0.015
-0.298
-1.543
-0.032
0.001
-0.000
0.001
22
-0.004
-0.018
-0.313
3.364
-0.067
-0.002
0.007
-0.011
20
-0.009
-0.018
0.370
3.598
0.041
-0.005
-0.007
-0.013
136
-0.009
-0.015
0.386
-1.309
0.075
0.002
0.003
0.000
136
0.038
-0.026
-0.509
5.528
0.029
-0.015
-0.009
0.006
20
0.038
-0.045
-0.525
-11.450
-0.097
0.015
0.019
-0.018 -0.017
92
-0.053
-0.045
0.205
-10.972
-0.035
-0.026
-0.028
137
-0.053
-0.026
0.221
6.006
0.090
0.016
0.002
0.006
137
0.011
0.001
0.436
3.372
0.062
-0.006
-0.015
-0.001
92
0.011
-0.013
0.424
-7.179
-0.095
0.001
0.008
-0.005
18
0.009
-0.013
-0.765
-6.702
-0.056
-0.001
-0.012
0.001
138
0.009
0.001
-0.752
3.849
0.100
-0.006
-0.001
0.005
138
-0.045
0.022
0.699
1.978
-0.034
0.015
-0.003
-0.005
18
-0.045
0.025
0.685
-3.636
-0.029
-0.021
-0.009
0.012
16
0.041
0.025
-0.772
-3.662
0.050
0.016
0.006
0.012
139
0.041
0.022
-0.758
1.952
0.045
-0.017
0.000
-0.005
139
-0.029
0.007
0.678
-5.809
-0.135
0.011
0.002
0.001
16
-0.029
0.005
0.639
12.582
-0.072
-0.012
0.002
0.005
14
0.009
0.005
-0.492
12.236
0.145
0.003
0.000
0.001
140
0.009
0.007
-0.452
-6.155
0.082
-0.005
0.008
-0.004
140
0.022
-0.012
0.071
-6.875
-0.176
-0.010
-0.003
0.004
14
0.022
-0.023
0.021
14.914
-0.085
0.009
0.017
-0.009
12
-0.042
-0.023
0.170
14.414
0.189
-0.017
-0.014
-0.013
141
-0.042
-0.012
0.220
-7.374
0.098
0.016
0.015
-0.000
141
0.070
-0.032
-0.731
-2.496
-0.266
-0.025
-0.010
0.008
12
0.070
-0.056
-0.817
6.394
-0.068
0.031
0.032
-0.022 -0.021
90
-0.070
-0.056
0.951
5.551
0.297
-0.038
-0.030
142
-0.070
-0.032
1.037
-3.338
0.099
0.018
0.009
0.009
142
-0.082
0.067
-2.208
7.373
-0.312
0.019
-0.013
-0.019
90
-0.082
0.094
-1.857
-13.961
0.752
-0.046
-0.028
0.005
10
0.072
0.094
0.304
-15.236
0.331
0.047
0.034
0.003
143
0.072
0.067
-0.047
6.097
-0.732
-0.012
0.023
-0.020
STAAD.Pro for Windows 20.07.04.12
Print Run 18 of 33
Job No
Sheet No
Rev
19 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 73
74
75
76
77
78
79
80
81
82
83
84
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
143
0.080
-0.062
0.663
6.476
-0.316
-0.019
0.008
0.008
10
0.080
-0.070
0.524
-12.280
-0.388
0.045
0.021
-0.036 -0.036
88
-0.086
-0.070
-0.795
-11.994
0.159
-0.049
-0.029
144
-0.086
-0.062
-0.657
6.762
0.231
0.020
-0.015
0.008
144
-0.039
0.021
0.940
1.840
0.156
0.003
-0.016
-0.016
88
-0.039
0.080
0.629
-4.134
-0.539
-0.034
-0.033
0.002
8
0.070
0.080
0.096
-3.092
-0.073
0.027
0.036
0.012
145
0.070
0.021
0.406
2.882
0.622
-0.023
-0.017
-0.006
145
-0.024
0.012
-0.241
4.059
-0.059
0.007
0.000
0.001
8
-0.024
0.018
-0.307
-7.951
-0.180
-0.012
-0.012
0.011
86
0.015
0.018
0.137
-7.450
0.096
0.008
0.006
0.010
146
0.015
0.012
0.203
4.560
0.217
-0.005
-0.002
-0.000
146
0.008
-0.010
0.280
1.833
-0.066
-0.003
0.006
0.005
86
0.008
-0.013
-0.110
-3.956
-0.477
0.006
-0.001
0.001
6
-0.025
-0.013
-0.602
-3.422
0.029
-0.012
-0.010
-0.003
147
-0.025
-0.010
-0.213
2.368
0.440
0.005
0.001
0.001
147
-0.008
0.004
0.139
-1.344
-0.050
0.001
-0.001
-0.002
6
-0.008
0.003
0.114
3.007
-0.077
-0.005
0.000
0.001
4
0.003
0.003
-0.069
3.158
0.060
0.000
0.000
0.000
148
0.003
0.004
-0.044
-1.194
0.088
-0.002
0.003
-0.003
148
-0.005
-0.010
-0.071
-1.651
-0.027
0.001
0.003
0.001
4
-0.005
-0.011
-0.088
3.299
-0.062
-0.003
0.002
-0.006
2
-0.003
-0.011
0.137
3.489
0.035
-0.003
-0.002
-0.007
149
-0.003
-0.010
0.155
-1.461
0.069
-0.001
-0.000
0.000
149
0.015
-0.010
-0.362
0.912
-0.017
-0.006
-0.002
0.002
2
0.015
-0.031
-0.398
-1.928
-0.074
0.007
0.013
-0.008 -0.009
84
-0.033
-0.031
0.213
-1.805
0.003
-0.017
-0.018
150
-0.033
-0.010
0.248
1.035
0.061
0.009
0.002
0.001
150
0.007
-0.001
-0.044
0.244
0.020
-0.004
-0.006
-0.001
84
0.007
-0.008
-0.046
-0.641
-0.019
0.001
0.004
-0.004
52
-0.011
-0.008
0.026
-0.521
-0.016
-0.007
-0.007
-0.002
151
-0.011
-0.001
0.027
0.364
0.024
0.002
0.001
0.001
59
0.010
0.005
-7.180
-1.438
-3.059
-0.008
-0.026
-0.002
58
0.010
-0.002
-8.323
0.117
-0.590
0.009
0.004
-0.001
152
0.008
-0.002
2.064
-2.352
0.552
0.005
-0.001
0.008
153
0.008
0.005
3.207
-3.907
-1.917
-0.005
-0.015
0.008
153
0.004
0.035
0.735
1.641
-0.352
0.001
-0.023
-0.001
152
0.004
0.035
2.204
-5.071
-1.903
-0.006
-0.011
0.018
154
0.028
0.035
-1.558
-3.975
-2.942
0.053
0.036
0.029
155
0.028
0.035
-3.028
2.737
-1.392
0.001
0.025
0.011
155
0.041
0.031
-2.159
5.042
-0.215
0.001
0.013
-0.001
154
0.041
-0.043
-0.033
-5.706
0.772
0.049
0.034
-0.007
156
0.021
-0.043
1.128
-6.127
-0.134
0.016
-0.008
0.015
157
0.021
0.031
-0.998
4.621
-1.121
0.017
0.049
0.021
157
0.004
-0.005
-0.920
3.850
-0.108
0.009
0.015
0.006
156
0.004
-0.007
-1.384
-3.958
0.326
0.020
0.012
-0.001
158
-0.006
-0.007
0.898
-4.551
0.959
-0.009
-0.001
-0.004
159
-0.006
-0.005
1.362
3.258
0.525
0.005
0.006
0.003
STAAD.Pro for Windows 20.07.04.12
Print Run 19 of 33
Job No
Sheet No
Rev
20 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 85
86
87
88
89
90
91
92
93
94
95
96
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
159
-0.002
-0.002
-0.323
-1.912
1.185
0.001
0.004
-0.001
158
-0.002
0.000
-0.596
-2.734
-0.722
-0.005
-0.001
-0.002
160
0.004
0.000
-0.738
0.680
-0.234
0.000
0.002
-0.002
161
0.004
-0.002
-0.466
1.502
1.673
-0.009
-0.002
-0.001
161
0.005
0.002
4.932
-5.381
0.636
-0.013
-0.002
-0.003
160
0.005
0.003
4.644
1.993
-0.096
0.001
-0.008
0.000
162
-0.022
0.003
-7.746
3.304
0.419
-0.004
0.001
-0.002
163
-0.022
0.002
-7.458
-4.070
1.152
0.048
0.001
-0.006
163
-0.029
0.068
-11.855
0.898
-5.116
0.037
-0.044
0.028
162
-0.029
-0.084
-11.815
0.990
4.196
0.007
0.047
0.012
164
-0.028
-0.084
-1.250
-3.590
4.177
-0.014
-0.047
-0.009
165
-0.028
0.068
-1.290
-3.682
-5.135
0.013
0.045
0.007
165
-0.002
0.002
1.455
-1.669
-1.314
0.001
-0.003
0.004
164
-0.002
-0.001
-0.474
1.821
-1.833
-0.002
-0.001
0.005
166
-0.003
-0.001
-0.879
2.494
0.672
-0.003
-0.004
0.003
167
-0.003
0.002
1.049
-0.995
1.191
0.003
0.003
0.002
167
0.002
0.005
0.060
0.681
-0.992
-0.004
-0.009
0.002
166
0.002
0.001
-0.957
-0.172
-1.380
0.001
0.001
0.006
168
-0.003
0.001
-0.068
0.521
0.441
-0.003
-0.002
0.006
169
-0.003
0.005
0.949
1.374
0.828
0.004
0.006
0.003
169
-0.000
0.006
0.509
2.627
-0.734
-0.001
-0.010
0.003
168
-0.000
0.002
-0.512
-2.506
-1.541
-0.002
0.002
0.008
170
0.002
0.002
-1.076
-1.060
0.288
0.001
0.000
0.009
171
0.002
0.006
-0.055
4.072
1.095
-0.004
0.008
0.004
171
-0.006
0.011
2.707
5.574
-1.285
0.002
-0.005
-0.000
170
-0.006
0.007
1.670
-3.092
-0.907
-0.011
-0.003
0.012
172
-0.000
0.007
-3.454
-3.769
0.949
0.013
0.007
0.007
173
-0.000
0.011
-2.417
4.897
0.571
0.011
0.023
-0.005
173
0.038
-0.016
-9.641
4.107
3.931
0.012
0.046
-0.021
172
0.038
0.022
-4.601
-5.791
6.692
0.020
0.010
-0.019
174
0.058
0.022
2.516
-6.877
4.709
0.047
0.030
0.015
175
0.058
-0.016
-2.525
3.021
1.948
-0.010
0.030
0.012
175
0.022
-0.047
6.492
-14.987
4.237
-0.009
0.053
-0.006
174
0.022
-0.011
5.796
6.944
1.250
0.044
-0.004
-0.032
65
-0.021
-0.011
-10.299
11.117
2.223
0.001
-0.004
-0.030
66
-0.021
-0.047
-9.602
-10.814
5.210
0.053
-0.069
-0.004
66
-0.020
0.014
-12.530
-5.485
-11.983
0.058
-0.036
0.012
65
-0.020
-0.020
-19.385
7.406
-5.599
0.011
0.015
0.003
176
0.001
-0.020
-4.074
1.022
1.256
0.002
-0.023
0.001
177
0.001
0.014
2.781
-11.869
-5.129
-0.004
0.006
0.010
177
0.001
0.022
0.122
3.689
-0.369
0.001
-0.009
0.001
176
0.001
0.014
1.415
-6.033
-0.806
-0.001
0.000
0.012
178
0.013
0.014
-0.474
-5.663
-1.899
0.029
0.019
0.016
179
0.013
0.022
-1.768
4.058
-1.461
0.003
0.027
0.006
179
0.029
0.023
-1.667
6.409
0.225
-0.000
0.014
-0.003
178
0.029
-0.041
1.436
-7.369
-0.342
0.031
0.029
-0.008
180
0.015
-0.041
1.349
-7.146
-1.562
0.007
-0.008
0.007
181
0.015
0.023
-1.754
6.631
-0.996
0.011
0.039
0.012
STAAD.Pro for Windows 20.07.04.12
Print Run 20 of 33
Job No
Sheet No
Rev
21 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 97
98
99
100
101
102
103
104
105
106
107
108
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
181
0.002
-0.006
-0.596
5.667
-0.024
0.006
0.015
0.002
180
0.002
-0.005
-0.916
-5.966
0.096
0.011
0.009
-0.006
182
-0.004
-0.005
0.213
-6.233
0.812
-0.006
0.002
-0.007
183
-0.004
-0.006
0.534
5.400
0.693
0.002
-0.000
0.001
183
0.000
-0.003
0.610
0.426
0.096
-0.002
0.004
-0.001
182
0.000
-0.001
0.272
-1.673
0.068
-0.002
0.001
-0.005
184
0.001
-0.001
-1.094
-1.611
0.825
-0.001
0.000
-0.004
185
0.001
-0.003
-0.755
0.488
0.853
-0.002
-0.004
-0.001
185
0.001
-0.002
2.336
-3.871
-0.483
-0.003
-0.001
-0.001
184
0.001
-0.000
1.893
4.210
0.641
-0.001
-0.004
-0.003
186
-0.005
-0.000
-2.593
1.971
1.521
0.001
-0.003
-0.003
187
-0.005
-0.002
-2.151
-6.110
0.398
0.013
-0.006
-0.001
187
-0.179
-0.126
-8.012
-9.140
6.411
0.035
0.058
0.018
186
-0.179
0.396
-3.059
2.979
0.694
-0.036
-0.119
0.047
188
-0.172
0.396
-8.324
4.385
-0.524
0.008
0.111
-0.043
189
-0.172
-0.126
-13.277
-7.734
5.193
0.064
-0.024
-0.072
189
-0.100
0.524
-13.359
-7.656
-6.646
0.018
-0.175
0.075
188
-0.100
-0.712
-8.225
4.408
-0.047
0.037
0.205
0.032
190
-0.148
-0.712
-2.734
2.785
-1.310
-0.060
-0.211
-0.032
191
-0.148
0.524
-7.869
-9.279
-7.908
0.038
0.150
0.010
191
-0.001
-0.001
-1.960
-5.410
-0.460
-0.003
0.000
0.003
190
-0.001
0.000
-2.457
1.408
-1.487
-0.003
-0.005
0.003
192
-0.004
0.000
1.736
3.455
-0.497
-0.004
-0.003
0.001
193
-0.004
-0.001
2.233
-3.364
0.530
0.004
-0.002
0.001
193
0.002
0.003
-0.719
0.671
-0.864
-0.001
-0.004
0.000
192
0.002
0.001
-1.101
-1.926
-0.826
0.003
0.002
0.004
194
-0.000
0.001
0.285
-2.009
0.029
-0.003
0.001
0.004
195
-0.000
0.003
0.667
0.588
-0.009
-0.002
0.004
0.001
195
-0.004
0.006
0.457
5.054
-0.679
0.001
0.000
-0.001
194
-0.004
0.005
0.088
-6.256
-0.850
-0.007
0.001
0.007
196
0.002
0.005
-0.834
-5.875
-0.024
0.010
0.009
0.006
197
0.002
0.006
-0.465
5.435
0.146
0.005
0.014
-0.002
197
0.013
-0.022
-1.738
6.032
1.134
0.010
0.036
-0.011
196
0.013
0.038
1.757
-6.998
1.286
0.007
-0.008
-0.007
198
0.026
0.038
1.547
-7.058
-0.089
0.029
0.027
0.007
199
0.026
-0.022
-1.948
5.972
-0.241
-0.000
0.014
0.003
199
0.012
-0.020
-1.905
3.755
1.431
0.003
0.025
-0.005
198
0.012
-0.012
-0.559
-5.547
1.948
0.027
0.018
-0.015
200
0.002
-0.012
1.463
-5.984
0.811
-0.000
0.001
-0.011
201
0.002
-0.020
0.116
3.318
0.294
0.001
-0.008
-0.001
201
0.001
-0.012
2.746
-12.151
5.146
-0.004
0.006
-0.010
200
0.001
0.020
-4.065
1.037
-1.247
0.001
-0.023
0.000
72
-0.022
0.020
-19.356
7.431
5.564
0.010
0.015
-0.003
73
-0.022
-0.012
-12.545
-5.758
11.957
0.060
-0.033
-0.013
73
-0.021
0.046
-9.533
-10.748
-5.138
0.054
-0.069
0.004
72
-0.021
0.011
-10.218
10.980
-2.208
0.000
-0.004
0.030
202
0.022
0.011
5.816
6.887
-1.251
0.043
-0.004
0.032
203
0.022
0.046
6.500
-14.842
-4.181
-0.010
0.052
0.006
STAAD.Pro for Windows 20.07.04.12
Print Run 21 of 33
Job No
Sheet No
Rev
22 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 109
110
111
112
113
114
115
116
117
118
119
120
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
203
0.058
0.016
-2.542
3.054
-1.937
-0.010
0.030
-0.012
202
0.058
-0.021
2.513
-6.976
-4.727
0.047
0.030
-0.015
204
0.038
-0.021
-4.592
-5.879
-6.715
0.020
0.010
0.018
205
0.038
0.016
-9.646
4.152
-3.925
0.012
0.046
0.020
205
-0.000
-0.011
-2.421
4.919
-0.567
0.011
0.023
0.005
204
-0.000
-0.007
-3.457
-3.837
-0.946
0.013
0.007
-0.007
206
-0.006
-0.007
1.673
-3.160
0.910
-0.010
-0.003
-0.012
207
-0.006
-0.011
2.709
5.596
1.288
0.002
-0.005
0.000
207
0.002
-0.006
-0.054
4.064
-1.092
-0.004
0.008
-0.004
206
0.002
-0.002
-1.075
-1.097
-0.285
0.001
0.000
-0.009
208
-0.000
-0.002
-0.514
-2.543
1.544
-0.002
0.002
-0.008
209
-0.000
-0.006
0.507
2.618
0.736
-0.001
-0.009
-0.003
209
-0.003
-0.005
0.953
1.339
-0.827
0.004
0.006
-0.002
208
-0.003
-0.001
-0.064
0.517
-0.436
-0.003
-0.002
-0.006
210
0.002
-0.001
-0.961
-0.183
1.385
0.001
0.001
-0.006
211
0.002
-0.005
0.056
0.639
0.994
-0.004
-0.009
-0.002
211
-0.003
-0.002
1.044
-1.051
-1.195
0.003
0.003
-0.002
210
-0.003
0.001
-0.885
2.522
-0.663
-0.003
-0.004
-0.003
212
-0.002
0.001
-0.454
1.831
1.843
-0.002
-0.001
-0.005
213
-0.002
-0.002
1.475
-1.742
1.311
0.001
-0.003
-0.004
213
-0.028
-0.069
-1.312
-3.756
5.195
0.013
0.046
-0.007
212
-0.028
0.085
-1.245
-3.646
-4.275
-0.014
-0.047
0.009
214
-0.030
0.085
-11.928
1.011
-4.308
0.007
0.047
-0.012
215
-0.030
-0.069
-11.995
0.901
5.163
0.037
-0.045
-0.028
215
-0.022
-0.002
-7.507
-4.014
-1.136
0.049
0.001
0.006
214
-0.022
-0.004
-7.808
3.203
-0.435
-0.004
0.001
0.002
216
0.005
-0.004
4.690
1.949
0.102
0.001
-0.008
-0.000
217
0.005
-0.002
4.990
-5.268
-0.598
-0.013
-0.001
0.004
217
0.004
0.002
-0.477
1.485
-1.677
-0.009
-0.003
0.001
216
0.004
-0.000
-0.762
0.711
0.238
0.000
0.002
0.002
218
-0.002
-0.000
-0.604
-2.717
0.748
-0.005
-0.001
0.002
219
-0.002
0.002
-0.319
-1.943
-1.167
0.000
0.004
0.001
219
-0.007
0.006
1.372
3.211
-0.551
0.005
0.007
-0.003
218
-0.007
0.007
0.910
-4.437
-0.923
-0.010
-0.001
0.004
220
0.003
0.007
-1.382
-3.918
-0.277
0.021
0.013
0.001
221
0.003
0.006
-0.920
3.730
0.095
0.011
0.016
-0.006
221
0.026
-0.035
-1.093
4.612
1.156
0.019
0.051
-0.023
220
0.026
0.049
1.118
-6.198
0.063
0.018
-0.009
-0.017
222
0.047
0.049
-0.038
-5.768
-0.807
0.051
0.036
0.009
223
0.047
-0.035
-2.249
5.042
0.286
0.001
0.015
0.002
223
0.028
-0.037
-2.945
2.676
1.373
0.002
0.027
-0.011
222
0.028
-0.036
-1.600
-3.954
2.854
0.054
0.037
-0.030
224
0.004
-0.036
2.152
-5.002
1.902
-0.007
-0.012
-0.019
225
0.004
-0.037
0.806
1.628
0.421
0.001
-0.024
0.001
225
0.008
-0.005
3.291
-3.843
1.836
-0.005
-0.015
-0.008
224
0.008
0.002
2.065
-2.361
-0.582
0.005
-0.001
-0.009
81
0.011
0.002
-8.414
0.057
0.644
0.009
0.004
0.001
82
0.011
-0.005
-7.188
-1.425
3.062
-0.007
-0.026
0.001
STAAD.Pro for Windows 20.07.04.12
Print Run 22 of 33
Job No
Sheet No
Rev
23 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 121
122
123
124
125
126
127
128
129
130
131
132
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
226
-0.013
0.002
-0.054
0.206
-0.119
-0.002
0.010
0.000
81
-0.013
0.020
-0.043
1.229
0.104
-0.008
-0.014
0.006
224
0.011
0.020
0.151
0.320
0.059
0.010
0.014
0.001
227
0.011
0.002
0.140
-0.703
-0.165
0.003
-0.005
-0.004
227
0.028
-0.075
-0.275
3.293
-0.145
-0.000
0.041
-0.003
224
0.028
-0.007
-0.398
-5.616
0.063
0.017
-0.019
-0.020
222
-0.027
-0.007
0.090
-6.215
0.418
-0.019
0.020
-0.022
228
-0.027
-0.075
0.214
2.693
0.210
-0.003
-0.038
-0.004
228
-0.051
0.014
0.296
0.871
0.051
0.002
-0.006
-0.003
222
-0.051
0.030
0.202
-3.848
-0.200
-0.026
-0.019
0.004
220
-0.010
0.030
-0.375
-3.446
-0.049
-0.002
-0.001
-0.000
229
-0.010
0.014
-0.281
1.274
0.202
0.001
-0.003
-0.007
229
0.020
-0.004
0.214
1.865
-0.073
-0.005
-0.003
0.003
220
0.020
-0.010
0.190
-4.862
-0.151
0.007
0.008
-0.001
218
-0.017
-0.010
-0.261
-4.420
-0.018
-0.007
-0.005
-0.000
230
-0.017
-0.004
-0.238
2.307
0.060
0.004
0.005
0.004
230
-0.014
0.009
0.225
0.899
-0.030
0.003
-0.000
-0.002
218
-0.014
0.009
0.217
-1.605
-0.069
-0.006
-0.001
0.003
216
0.018
0.009
-0.220
-1.317
-0.015
0.005
0.002
0.004
231
0.018
0.009
-0.213
1.186
0.024
-0.005
0.001
-0.001
231
-0.029
0.008
0.169
-1.512
-0.057
0.007
-0.000
-0.002
216
-0.029
0.010
0.151
4.211
-0.094
-0.010
-0.006
0.003
214
0.020
0.010
-0.122
4.483
0.040
0.006
0.001
0.002
232
0.020
0.008
-0.104
-1.240
0.077
-0.006
-0.003
-0.003
232
0.050
-0.036
0.179
1.626
-0.030
-0.010
0.004
0.012
214
0.050
-0.088
0.208
-1.667
0.095
0.021
0.031
-0.010
212
-0.089
-0.088
-0.109
-1.916
0.038
-0.031
-0.031
-0.012
233
-0.089
-0.036
-0.137
1.377
-0.087
0.021
0.004
0.009
233
0.001
-0.001
-0.119
-0.538
-0.008
-0.002
0.002
-0.004
212
0.001
0.004
-0.105
2.817
0.130
-0.002
-0.004
-0.003
210
0.003
0.004
0.239
2.088
0.059
-0.000
0.004
0.000
234
0.003
-0.001
0.226
-1.267
-0.079
-0.002
-0.005
-0.001
234
-0.019
-0.002
-0.309
0.046
-0.019
0.005
0.007
-0.001
210
-0.019
0.005
-0.313
0.518
0.056
-0.007
-0.007
-0.000
208
0.018
0.005
0.356
-0.024
0.087
0.005
0.008
0.002
235
0.018
-0.002
0.360
-0.497
0.012
-0.006
-0.007
0.001
235
-0.036
-0.001
-0.412
0.465
-0.085
0.010
0.012
-0.001
208
-0.036
0.010
-0.437
-1.485
-0.024
-0.012
-0.011
0.001
206
0.036
0.010
0.429
-1.927
0.160
0.010
0.013
0.002
236
0.036
-0.001
0.454
0.022
0.099
-0.012
-0.011
-0.000
236
-0.048
0.008
-0.414
0.147
-0.178
0.013
0.012
-0.003
206
-0.048
0.019
-0.475
-2.352
-0.146
-0.016
-0.014
0.005
204
0.039
0.019
0.390
-2.580
0.296
0.013
0.014
0.003
237
0.039
0.008
0.451
-0.081
0.265
-0.010
-0.009
-0.005
237
0.066
-0.081
-0.124
4.678
0.317
-0.014
0.020
0.017
204
0.066
-0.097
0.413
-14.807
0.304
0.028
0.023
-0.008
202
-0.128
-0.097
-1.502
-14.786
-0.556
-0.049
-0.030
-0.012
238
-0.128
-0.081
-2.039
4.698
-0.543
0.026
-0.017
0.014
STAAD.Pro for Windows 20.07.04.12
Print Run 23 of 33
Job No
Sheet No
Rev
24 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 133
134
135
136
137
138
139
140
141
142
143
144
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
238
-0.038
0.065
0.772
-6.753
-0.359
0.002
-0.020
-0.004
202
-0.038
0.061
0.676
12.365
-0.373
-0.021
-0.012
0.030
72
0.039
0.061
-0.553
12.444
0.173
0.015
0.001
0.033
239
0.039
0.065
-0.457
-6.673
0.187
-0.008
0.006
-0.001
239
-0.038
0.013
-0.002
-3.879
-0.086
0.013
0.013
0.001
72
-0.038
0.036
-0.074
6.622
-0.219
-0.009
-0.015
0.014
200
0.030
0.036
0.362
7.164
0.074
0.011
0.021
0.014
240
0.030
0.013
0.434
-3.337
0.207
-0.007
-0.007
0.001
240
-0.026
-0.021
-0.765
2.704
0.009
0.007
0.031
-0.002
200
-0.026
0.041
-0.831
-7.122
-0.097
-0.008
-0.033
0.003
198
0.024
0.041
0.605
-6.760
0.129
0.005
0.034
0.003
241
0.024
-0.021
0.671
3.066
0.234
-0.010
-0.030
-0.002
241
-0.078
0.010
-0.417
1.607
0.192
0.012
0.011
0.001
198
-0.078
0.103
-0.266
-6.022
0.041
-0.030
-0.047
0.017
196
0.001
0.103
-0.148
-5.779
-0.199
0.005
0.026
0.009
242
0.001
0.010
-0.298
1.850
-0.048
-0.000
-0.005
-0.007
242
0.016
0.010
0.177
2.155
-0.024
-0.005
-0.001
0.001
196
0.016
0.008
0.175
-6.111
-0.036
0.005
0.003
0.007
194
-0.018
0.008
-0.203
-6.005
-0.011
-0.006
0.000
0.006
243
-0.018
0.010
-0.200
2.261
0.001
0.005
0.005
0.001
243
0.005
0.010
0.205
0.111
0.049
-0.003
-0.001
-0.001
194
0.005
0.010
0.216
-1.936
0.040
-0.000
-0.001
0.006
192
-0.007
0.010
-0.194
-1.857
-0.059
-0.002
0.001
0.006
244
-0.007
0.010
-0.204
0.190
-0.050
0.002
0.002
-0.000
244
-0.004
0.007
0.146
-2.451
0.076
-0.000
-0.001
0.001
192
-0.004
0.008
0.162
3.103
0.062
-0.003
-0.003
0.005
190
0.001
0.008
-0.094
3.216
-0.069
0.000
0.000
0.005
245
0.001
0.007
-0.110
-2.338
-0.055
-0.001
-0.002
0.001
245
-0.037
-0.016
-0.156
-0.977
-0.068
0.009
0.010
0.001
190
-0.037
0.042
-0.800
0.332
-0.154
-0.011
-0.015
0.004
188
0.022
0.042
0.373
0.418
0.490
0.010
0.009
0.001
246
0.022
-0.016
1.018
-0.891
0.577
-0.006
-0.002
-0.001
246
0.038
0.016
1.306
-0.611
-0.802
-0.009
-0.006
0.001
188
0.038
-0.083
0.468
0.341
-1.001
0.014
0.020
-0.005
186
-0.038
-0.083
-1.079
0.540
-0.164
-0.014
-0.024
-0.005
247
-0.038
0.016
-0.241
-0.411
0.035
0.008
0.008
0.000
247
-0.006
-0.002
-0.182
-1.999
0.063
0.001
-0.002
-0.002
186
-0.006
-0.003
-0.167
3.912
0.079
-0.003
-0.001
-0.003
184
0.002
-0.003
0.240
3.787
-0.045
-0.000
-0.003
-0.003
248
0.002
-0.002
0.225
-2.124
-0.060
-0.002
-0.001
-0.002
248
-0.007
-0.016
-0.275
0.502
0.042
0.002
0.002
0.001
184
-0.007
-0.015
-0.267
-1.510
0.054
-0.002
0.001
-0.008
182
0.004
-0.015
0.284
-1.625
-0.014
-0.001
-0.001
-0.008
249
0.004
-0.016
0.277
0.387
-0.027
-0.003
-0.001
0.001
249
-0.017
-0.012
-0.259
2.519
-0.013
0.004
0.004
-0.001
182
-0.017
-0.011
-0.266
-5.994
0.005
-0.006
0.001
-0.008
180
0.014
-0.011
0.228
-6.156
0.067
0.004
0.002
-0.008
250
0.014
-0.012
0.234
2.357
0.049
-0.005
-0.001
-0.002
STAAD.Pro for Windows 20.07.04.12
Print Run 24 of 33
Job No
Sheet No
Rev
25 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 145
146
147
148
149
150
151
152
153
154
155
156
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
250
0.014
-0.011
-0.389
2.122
-0.021
-0.003
-0.007
0.007
180
0.014
-0.118
-0.238
-5.979
0.246
0.010
0.032
-0.011
178
-0.087
-0.118
-0.289
-6.406
0.005
-0.034
-0.052
-0.019
251
-0.087
-0.011
-0.439
1.695
-0.262
0.014
0.012
-0.000
251
0.018
0.025
0.713
3.210
-0.253
-0.009
-0.031
0.001
178
0.018
-0.038
0.640
-6.833
-0.136
0.002
0.034
-0.002
176
-0.020
-0.038
-0.874
-7.234
0.117
-0.006
-0.033
-0.002
252
-0.020
0.025
-0.801
2.809
0.001
0.006
0.032
0.002
252
0.030
-0.014
0.457
-3.335
-0.201
-0.007
-0.007
-0.001
176
0.030
-0.037
0.386
7.185
-0.069
0.011
0.022
-0.014
65
-0.039
-0.037
-0.090
6.648
0.221
-0.010
-0.016
-0.014
253
-0.039
-0.014
-0.019
-3.871
0.089
0.014
0.013
-0.001
253
0.041
-0.066
-0.452
-6.747
-0.186
-0.008
0.006
0.001
65
0.041
-0.062
-0.549
12.547
-0.174
0.016
0.001
-0.034
174
-0.040
-0.062
0.674
12.481
0.374
-0.022
-0.012
-0.031
254
-0.040
-0.066
0.770
-6.813
0.362
0.003
-0.020
0.004
254
-0.126
0.083
-2.039
4.649
0.538
0.025
-0.018
-0.014
174
-0.126
0.094
-1.518
-14.748
0.538
-0.048
-0.028
0.011
172
0.065
0.094
0.412
-14.747
-0.296
0.028
0.022
0.008
255
0.065
0.083
-0.110
4.649
-0.296
-0.014
0.021
-0.017
255
0.039
-0.008
0.452
-0.131
-0.267
-0.010
-0.009
0.005
172
0.039
-0.020
0.391
-2.516
-0.299
0.013
0.014
-0.003
170
-0.048
-0.020
-0.476
-2.283
0.146
-0.016
-0.014
-0.005
256
-0.048
-0.008
-0.415
0.102
0.178
0.013
0.012
0.003
256
0.036
0.001
0.455
0.002
-0.101
-0.012
-0.011
0.000
170
0.036
-0.010
0.429
-1.892
-0.162
0.010
0.013
-0.002
168
-0.036
-0.010
-0.438
-1.446
0.024
-0.012
-0.011
-0.001
257
-0.036
0.001
-0.413
0.449
0.085
0.010
0.012
0.001
257
0.018
0.002
0.361
-0.487
-0.013
-0.006
-0.008
-0.001
168
0.018
-0.005
0.357
-0.019
-0.088
0.005
0.008
-0.002
166
-0.019
-0.005
-0.314
0.526
-0.056
-0.007
-0.007
0.000
258
-0.019
0.002
-0.310
0.058
0.019
0.005
0.007
0.001
258
0.003
0.001
0.227
-1.233
0.078
-0.001
-0.005
0.001
166
0.003
-0.004
0.240
2.071
-0.060
-0.001
0.004
-0.000
164
0.001
-0.004
-0.106
2.800
-0.131
-0.001
-0.004
0.003
259
0.001
0.001
-0.120
-0.504
0.007
-0.002
0.002
0.004
259
-0.086
0.035
-0.140
1.373
0.080
0.020
0.004
-0.009
164
-0.086
0.085
-0.120
-1.840
-0.044
-0.030
-0.030
0.012
162
0.048
0.085
0.215
-1.591
-0.083
0.020
0.030
0.009
260
0.048
0.035
0.196
1.622
0.041
-0.010
0.004
-0.011
260
0.020
-0.008
-0.108
-1.243
-0.079
-0.006
-0.003
0.003
162
0.020
-0.010
-0.127
4.531
-0.042
0.006
0.001
-0.002
160
-0.029
-0.010
0.154
4.264
0.095
-0.010
-0.006
-0.003
261
-0.029
-0.008
0.173
-1.509
0.059
0.007
-0.000
0.002
261
0.017
-0.008
-0.216
1.220
-0.024
-0.005
0.000
0.001
160
0.017
-0.009
-0.224
-1.351
0.014
0.005
0.003
-0.004
158
-0.014
-0.009
0.220
-1.631
0.070
-0.006
-0.001
-0.003
262
-0.014
-0.008
0.228
0.939
0.031
0.002
-0.000
0.002
STAAD.Pro for Windows 20.07.04.12
Print Run 25 of 33
Job No
Sheet No
Rev
26 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 157
158
159
160
161
162
163
164
165
166
167
168
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
262
-0.017
0.005
-0.244
2.388
-0.060
0.004
0.005
-0.004
158
-0.017
0.011
-0.267
-4.523
0.019
-0.007
-0.005
0.000
156
0.020
0.011
0.193
-4.963
0.149
0.007
0.008
0.001
263
0.020
0.005
0.216
1.948
0.070
-0.005
-0.003
-0.003
263
-0.009
-0.014
-0.279
1.325
-0.172
0.001
-0.002
0.006
156
-0.009
-0.026
-0.347
-3.470
0.057
-0.002
-0.001
-0.000
154
-0.046
-0.026
0.217
-3.866
0.175
-0.024
-0.017
-0.004
264
-0.046
-0.014
0.286
0.929
-0.053
0.002
-0.006
0.003
264
-0.025
0.072
0.192
2.750
-0.198
-0.003
-0.037
0.004
154
-0.025
0.005
0.076
-6.285
-0.396
-0.018
0.020
0.021
152
0.026
0.005
-0.379
-5.715
-0.060
0.016
-0.019
0.019
265
0.026
0.072
-0.262
3.319
0.138
0.000
0.040
0.003
265
0.011
-0.002
0.138
-0.698
0.161
0.002
-0.005
0.003
152
0.011
-0.020
0.148
0.296
-0.063
0.010
0.014
-0.002
58
-0.013
-0.020
-0.042
1.206
-0.104
-0.008
-0.014
-0.006
266
-0.013
-0.002
-0.052
0.212
0.120
-0.002
0.010
-0.000
162
0.002
0.000
-6.159
1.216
-0.811
-0.007
-0.001
-0.002
8
0.002
0.000
-7.388
-1.318
-0.500
-0.004
0.003
-0.002
88
0.002
0.000
-8.049
-1.338
-0.424
-0.006
0.003
0.002
164
0.002
0.000
-6.819
1.197
-0.735
-0.006
-0.000
0.002
186
0.007
-0.013
-7.016
1.138
-0.724
-0.005
0.004
-0.005
96
0.007
0.017
-7.596
-1.204
0.657
-0.006
-0.004
-0.004
26
0.007
0.017
-7.383
-1.247
0.675
-0.003
0.009
0.001
188
0.007
-0.013
-6.803
1.095
-0.706
-0.007
-0.006
0.001
188
0.004
0.019
-6.818
1.081
0.633
-0.008
-0.008
-0.000
26
0.004
-0.015
-7.368
-1.232
-0.580
-0.003
0.009
-0.000
98
0.004
-0.015
-7.311
-1.194
-0.563
-0.006
-0.002
0.003
190
0.004
0.019
-6.761
1.119
0.650
-0.004
0.006
0.003
212
0.002
-0.000
-6.867
1.201
0.748
-0.006
-0.000
-0.002
106
0.002
-0.000
-8.110
-1.343
0.429
-0.006
0.003
-0.001
44
0.002
-0.000
-7.444
-1.323
0.506
-0.004
0.003
0.002
214
0.002
-0.000
-6.201
1.221
0.825
-0.007
-0.001
0.002
267
-0.003
-0.018
0.276
-0.206
-0.286
0.000
0.010
0.004
268
-0.003
0.036
-0.908
0.549
-0.242
-0.011
-0.027
0.008
164
0.006
0.036
-0.042
0.528
0.340
0.008
0.025
0.009
165
0.006
-0.018
1.141
-0.228
0.296
-0.007
-0.018
0.005
268
0.008
-0.008
3.824
-0.116
-0.007
0.002
0.006
-0.002
269
0.008
0.008
3.804
0.111
-0.001
-0.001
-0.004
-0.003
88
0.009
0.008
-7.402
0.111
-0.000
0.005
0.008
0.010
164
0.009
-0.008
-7.382
-0.116
-0.006
-0.004
-0.007
0.011
269
-0.022
-0.003
2.366
-0.757
0.411
0.031
0.007
0.009
270
-0.022
-0.013
3.569
0.420
0.244
-0.002
-0.005
-0.001
87
-0.017
-0.013
-5.199
0.497
-0.303
-0.007
-0.019
-0.019
88
-0.017
-0.003
-6.403
-0.681
-0.136
0.010
0.007
-0.009
271
-0.004
0.012
-0.378
-0.039
-0.131
-0.021
-0.001
0.000
272
-0.004
-0.012
-0.907
0.144
-0.060
0.019
0.003
0.003
176
-0.044
-0.012
1.573
0.126
0.070
-0.028
-0.005
-0.009
177
-0.044
0.012
2.103
-0.057
-0.001
0.030
0.006
-0.012
STAAD.Pro for Windows 20.07.04.12
Print Run 26 of 33
Job No
Sheet No
Rev
27 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 169
170
171
172
173
174
175
176
177
178
179
180
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
273
-0.016
-0.013
0.946
-0.046
0.178
0.002
0.006
274
-0.016
0.000
1.680
0.023
0.055
0.005
-0.003
0.005 0.002
91
-0.024
0.000
-2.129
0.051
-0.112
-0.008
-0.002
-0.008 -0.005
92
-0.024
-0.013
-2.863
-0.018
0.011
0.010
-0.001
275
0.011
-0.013
2.243
0.086
-0.238
0.002
-0.002
0.003
276
0.011
0.005
0.587
-0.221
-0.335
0.005
-0.001
-0.003
190
0.022
0.005
-4.455
-0.173
0.479
0.014
0.010
0.012
191
0.022
-0.013
-2.799
0.133
0.576
-0.025
-0.020
0.018
276
0.001
0.003
3.361
0.040
-0.030
0.000
-0.001
0.001
277
0.001
-0.003
3.366
-0.041
0.009
0.000
0.002
0.000
98
0.001
-0.003
-7.015
-0.044
0.008
-0.000
-0.003
0.001
190
0.001
0.003
-7.020
0.038
-0.030
0.000
0.004
0.002
277
0.000
0.016
0.473
0.002
0.428
0.002
-0.012
-0.001
278
0.000
-0.008
2.123
0.077
0.364
0.002
0.005
-0.001
97
0.000
-0.008
-1.741
0.106
-0.386
0.003
-0.007
-0.001
98
0.000
0.016
-3.391
0.031
-0.323
0.002
0.012
-0.001
279
0.005
-0.013
-0.405
-0.039
-0.137
0.020
0.001
-0.000
280
0.005
0.012
-0.954
0.146
-0.053
-0.018
-0.002
-0.003
200
0.045
0.012
1.627
0.125
0.082
0.028
0.005
0.010
201
0.045
-0.013
2.176
-0.060
-0.002
-0.030
-0.006
0.013
281
0.015
0.014
0.931
-0.046
0.175
-0.002
-0.006
-0.005
282
0.015
-0.001
1.667
0.023
0.057
-0.005
0.003
-0.002
101
0.023
-0.001
-2.104
0.050
-0.111
0.008
0.002
0.008
102
0.023
0.014
-2.840
-0.019
0.008
-0.009
0.002
0.005
283
0.003
0.018
0.265
-0.211
-0.289
-0.000
-0.010
-0.004
284
0.003
-0.036
-0.930
0.560
-0.244
0.012
0.027
-0.008
212
-0.006
-0.036
-0.018
0.538
0.344
-0.008
-0.025
-0.010
213
-0.006
0.018
1.177
-0.233
0.299
0.008
0.019
-0.006
284
-0.008
0.008
3.851
-0.118
-0.007
-0.003
-0.006
0.002
285
-0.008
-0.008
3.830
0.113
-0.001
0.001
0.004
0.003
106
-0.009
-0.008
-7.456
0.113
0.000
-0.005
-0.008
-0.010
212
-0.009
0.008
-7.436
-0.118
-0.006
0.004
0.007
-0.011
285
0.022
0.003
2.388
-0.767
0.413
-0.031
-0.008
-0.009
286
0.022
0.012
3.604
0.426
0.247
0.003
0.005
0.001
105
0.017
0.012
-5.251
0.501
-0.306
0.006
0.019
0.019
106
0.017
0.003
-6.467
-0.691
-0.140
-0.009
-0.007
0.009
287
0.013
-0.003
-1.332
-0.082
0.114
-0.015
-0.001
0.001
288
0.013
0.002
-0.454
0.133
-0.100
0.015
0.001
0.002
152
-0.011
0.002
3.056
0.186
-0.316
-0.014
0.002
0.003
153
-0.011
-0.003
2.178
-0.030
-0.102
0.015
-0.003
0.001
289
-0.011
0.002
0.551
-0.024
0.118
-0.000
0.000
0.002
290
-0.011
-0.005
0.922
0.006
0.010
0.003
-0.000
0.000
83
-0.017
-0.005
-1.271
0.030
-0.074
-0.006
-0.003
-0.007
84
-0.017
0.002
-1.642
0.000
0.034
0.006
0.002
-0.005
154
-0.006
0.003
-4.124
0.003
-0.161
-0.008
0.001
0.007
6
-0.006
-0.001
-3.471
-0.012
0.202
-0.009
0.001
0.007
86
-0.006
-0.001
-3.088
-0.029
0.180
-0.009
0.001
0.000
156
-0.006
0.003
-3.743
-0.013
-0.183
-0.007
0.005
0.000
STAAD.Pro for Windows 20.07.04.12
Print Run 27 of 33
Job No
Sheet No
Rev
28 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 181
182
183
184
185
186
187
188
189
190
191
192
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
172
-0.003
-0.014
-5.575
0.223
-0.636
-0.016
0.017
-0.011
10
-0.000
0.010
-5.760
-0.312
-0.795
-0.019
0.000
-0.012
90
-0.000
0.010
-8.203
-0.294
-0.785
-0.018
0.010
-0.012
174
-0.003
-0.015
-8.012
0.241
-0.626
-0.018
0.003
-0.014
178
-0.003
0.004
-4.060
-0.146
-0.165
-0.010
0.004
0.006
24
-0.003
-0.002
-3.296
0.137
0.522
-0.011
0.002
0.006
94
-0.003
-0.002
-2.017
0.119
0.510
-0.012
-0.001
0.003
180
-0.003
0.004
-2.783
-0.164
-0.177
-0.009
0.008
0.003
196
-0.002
-0.001
-2.703
-0.124
0.213
-0.009
0.006
-0.003
100
-0.002
-0.001
-1.909
0.073
-0.504
-0.011
0.001
-0.003
28
-0.002
-0.001
-3.162
0.094
-0.516
-0.011
0.000
-0.006
198
-0.002
-0.001
-3.955
-0.103
0.200
-0.009
0.004
-0.006
202
-0.003
0.015
-7.937
0.240
0.630
-0.018
0.003
0.014
104
-0.000
-0.010
-8.121
-0.293
0.791
-0.018
0.010
0.012
42
-0.000
-0.010
-5.675
-0.311
0.801
-0.019
0.000
0.012
204
-0.003
0.014
-5.497
0.222
0.640
-0.016
0.017
0.011
220
-0.006
-0.004
-3.972
0.008
0.179
-0.007
0.005
-0.000
108
-0.006
0.001
-3.326
-0.048
-0.188
-0.009
0.000
-0.000
46
-0.006
0.001
-3.672
-0.032
-0.208
-0.009
0.002
-0.007
222
-0.006
-0.004
-4.317
0.024
0.159
-0.008
0.001
-0.007
291
-0.003
0.002
0.886
-0.002
0.037
0.002
-0.001
0.021
292
-0.003
0.001
0.886
-0.001
-0.030
0.005
-0.001
-0.021 -0.024
6
-0.003
0.001
-2.659
0.002
-0.030
-0.001
0.002
154
-0.003
0.002
-2.659
0.001
0.037
0.002
0.003
0.018
293
0.000
-0.002
1.732
-0.002
0.063
-0.001
0.001
-0.031
294
0.000
-0.002
1.732
-0.002
-0.056
-0.005
0.001
0.031
90
0.000
-0.002
-5.196
0.002
-0.056
0.003
-0.003
0.031
174
0.000
-0.002
-5.196
0.002
0.063
-0.001
-0.003
-0.031
295
-0.018
0.004
0.615
-0.001
0.025
0.001
-0.001
0.028
296
-0.018
0.000
0.615
-0.000
-0.018
0.007
-0.001
-0.028 -0.046
24
-0.018
0.000
-1.845
0.001
-0.018
-0.005
0.001
178
-0.018
0.004
-1.845
0.000
0.025
0.005
0.005
0.010
297
0.016
-0.004
0.597
-0.001
0.024
-0.001
0.001
-0.028
298
0.016
-0.000
0.597
-0.000
-0.018
-0.007
0.001
0.028
28
0.017
-0.000
-1.792
0.001
-0.018
0.005
-0.001
0.045
198
0.017
-0.004
-1.792
0.000
0.024
-0.005
-0.005
-0.012
299
-0.001
0.002
1.711
-0.002
0.062
0.001
-0.001
0.031
300
-0.001
0.002
1.711
-0.002
-0.055
0.005
-0.001
-0.031
104
-0.001
0.002
-5.134
0.002
-0.055
-0.003
0.003
-0.032
202
-0.001
0.002
-5.134
0.002
0.062
0.001
0.003
0.030
301
0.004
-0.002
0.930
-0.002
0.039
-0.002
0.001
-0.021
302
0.004
-0.001
0.930
-0.001
-0.032
-0.005
0.001
0.021
46
0.004
-0.001
-2.789
0.002
-0.032
0.001
-0.002
0.024
222
0.004
-0.002
-2.789
0.001
0.039
-0.002
-0.003
-0.017
303
-0.014
0.004
-1.316
-0.083
0.117
0.016
0.001
-0.001
304
-0.014
-0.003
-0.418
0.134
-0.108
-0.016
-0.001
-0.002
224
0.010
-0.003
3.050
0.189
-0.329
0.014
-0.002
-0.003
225
0.010
0.004
2.153
-0.027
-0.103
-0.015
0.003
-0.002
STAAD.Pro for Windows 20.07.04.12
Print Run 28 of 33
Job No
Sheet No
Rev
29 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 193
194
195
196
197
198
199
200
201
202
203
204
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
305
0.011
-0.002
0.561
-0.024
0.120
0.000
-0.000
-0.002
306
0.011
0.006
0.938
0.006
0.011
-0.003
0.000
-0.000
109
0.018
0.006
-1.288
0.031
-0.074
0.007
0.004
0.007
110
0.018
-0.002
-1.665
0.000
0.034
-0.007
-0.002
0.006
53
0.001
0.000
3.399
0.383
-0.181
-0.006
-0.000
0.001
52
0.001
-0.000
4.151
-0.559
0.217
-0.002
-0.001
0.000
84
-0.002
-0.000
-4.992
-0.861
-0.354
-0.007
-0.001
-0.000
307
-0.002
0.000
-5.745
0.080
-0.752
-0.002
0.001
0.000
54
0.001
0.000
1.683
-0.006
-0.337
-0.004
-0.000
0.001
53
0.001
-0.000
2.032
0.296
0.065
-0.002
0.001
0.001
307
-0.001
-0.000
-3.569
-0.009
-0.200
-0.005
0.000
0.000
308
-0.001
0.000
-3.917
-0.311
-0.601
-0.002
0.000
0.000
55
0.001
0.000
-0.078
0.154
-0.438
-0.003
-0.001
0.001
54
0.001
-0.000
0.015
0.206
-0.028
-0.001
0.001
0.001
308
-0.001
-0.000
-2.127
-0.105
-0.099
-0.004
-0.000
0.000
309
-0.001
0.000
-2.221
-0.157
-0.509
-0.000
0.000
0.000
56
0.001
0.000
-1.980
0.153
-0.441
-0.002
-0.000
0.001
55
0.001
-0.000
-1.879
0.140
-0.020
0.001
0.001
0.001
309
-0.001
-0.000
-0.537
-0.179
-0.096
-0.003
-0.000
0.000
310
-0.001
0.000
-0.637
-0.166
-0.517
0.001
0.000
0.000
57
0.001
0.002
-3.935
0.035
-0.402
-0.001
-0.003
0.001
56
0.001
-0.001
-3.709
0.264
0.035
0.003
0.002
0.001
310
-0.002
-0.001
1.102
-0.067
-0.137
-0.002
-0.001
0.001
311
-0.002
0.002
0.876
-0.296
-0.573
0.003
0.002
0.001
58
-0.001
-0.003
-6.051
0.456
-0.243
0.005
0.004
0.004
57
-0.001
-0.002
-5.386
0.175
0.210
0.005
0.001
0.002
311
-0.003
-0.002
2.904
-0.169
-0.294
-0.002
-0.001
0.000
152
-0.003
-0.003
2.240
0.113
-0.747
0.004
-0.002
0.003
307
-0.000
-0.010
-5.189
-0.075
-0.054
-0.002
0.003
-0.000
84
-0.000
0.009
-5.248
0.042
0.017
-0.000
-0.004
-0.001
289
-0.001
0.009
2.819
0.029
0.028
-0.003
0.002
-0.002
312
-0.001
-0.010
2.877
-0.088
-0.043
-0.000
-0.003
-0.001
308
0.003
-0.004
-3.643
-0.170
-0.075
-0.003
0.001
-0.001
307
0.003
0.006
-3.926
0.156
-0.003
0.001
-0.002
-0.001
312
0.002
0.006
2.146
0.143
0.050
-0.002
0.002
0.000
313
0.002
-0.004
2.429
-0.183
-0.022
0.000
-0.001
0.000
309
0.005
0.001
-1.911
-0.231
-0.086
-0.003
-0.000
-0.002
308
0.005
0.000
-2.341
0.225
-0.019
0.002
0.000
-0.001
313
0.002
0.000
1.404
0.212
0.061
-0.002
0.000
0.000
314
0.002
0.001
1.833
-0.243
-0.006
0.002
0.000
-0.000
310
0.006
0.003
-0.333
-0.280
-0.082
-0.004
-0.001
-0.002
309
0.006
-0.003
-0.753
0.276
-0.021
0.004
0.001
-0.002
314
0.001
-0.003
0.777
0.265
0.057
-0.002
-0.001
0.000
315
0.001
0.003
1.196
-0.292
-0.004
0.003
0.001
-0.000
311
0.010
0.007
1.185
-0.312
-0.058
-0.005
-0.002
-0.004
310
0.010
-0.007
0.969
0.315
-0.007
0.006
0.002
-0.003
315
0.004
-0.007
0.233
0.306
0.033
-0.003
-0.002
0.001
316
0.004
0.007
0.450
-0.321
-0.018
0.004
0.002
0.000
STAAD.Pro for Windows 20.07.04.12
Print Run 29 of 33
Job No
Sheet No
Rev
30 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 205
206
207
208
209
210
211
212
213
214
215
216
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
152
0.008
0.004
2.551
-0.271
-0.034
-0.006
-0.002
-0.002
311
0.008
-0.005
2.708
0.310
0.027
0.007
0.002
-0.002
316
0.001
-0.005
-0.172
0.298
-0.002
-0.004
-0.001
0.000
288
0.001
0.004
-0.330
-0.282
-0.063
0.006
0.000
0.000
65
0.002
0.002
-11.580
2.081
-0.788
-0.010
-0.011
-0.003 -0.002
64
0.002
0.002
-13.527
-2.054
-0.753
-0.008
0.000
317
0.003
0.002
-6.291
-2.080
0.724
-0.003
0.003
0.001
176
0.003
0.002
-4.344
2.054
0.689
-0.010
-0.007
-0.000
64
0.001
-0.000
-12.711
0.671
0.371
-0.007
0.002
0.001
63
0.001
-0.000
-11.673
-0.155
0.358
-0.003
-0.000
0.001
318
-0.001
-0.000
-5.218
-0.145
-0.430
-0.007
-0.001
0.001
317
-0.001
-0.000
-6.256
0.682
-0.417
-0.003
0.002
0.001
63
0.001
0.000
-11.992
-0.080
0.019
-0.006
-0.001
0.000
62
0.001
-0.000
-11.934
0.007
-0.035
-0.004
0.001
0.000
319
-0.000
-0.000
-5.863
0.048
-0.079
-0.006
-0.000
0.001
318
-0.000
0.000
-5.922
-0.040
-0.026
-0.004
0.000
0.001
62
0.001
-0.000
-11.424
-0.267
-0.252
-0.006
0.000
0.001
61
0.001
0.001
-12.145
0.646
-0.357
-0.004
-0.000
0.001
320
-0.000
0.001
-6.307
0.726
0.189
-0.006
0.001
0.001
319
-0.000
-0.000
-5.587
-0.187
0.294
-0.005
-0.000
0.001
61
0.001
0.000
-12.805
-1.818
0.890
-0.007
-0.000
0.000
60
0.001
-0.001
-10.590
1.461
0.728
-0.004
0.002
-0.000
321
-0.000
-0.001
-4.710
1.584
-0.952
-0.007
-0.001
0.000
320
-0.000
0.000
-6.926
-1.695
-0.790
-0.006
0.000
0.001
60
-0.004
0.003
-14.553
2.743
2.550
-0.004
-0.002
0.000
18
-0.004
0.004
-7.980
-8.229
2.393
-0.014
-0.002
0.003
92
-0.000
0.004
-3.092
-8.110
-2.592
-0.003
0.005
0.002
321
-0.000
0.003
-9.665
2.862
-2.435
-0.004
0.003
-0.001
176
0.028
0.005
-6.562
-0.135
-0.014
-0.014
-0.002
-0.012
317
0.028
-0.001
-6.892
0.076
-0.034
0.013
0.001
-0.010
322
0.015
-0.001
3.711
0.080
0.027
-0.007
0.000
0.001
272
0.015
0.005
4.041
-0.131
0.048
0.008
0.000
-0.000
317
0.016
-0.006
-5.557
-0.020
-0.032
-0.008
0.002
-0.008
318
0.016
0.005
-5.862
0.010
-0.033
0.010
-0.001
-0.008
323
0.008
0.005
3.257
0.010
0.024
-0.004
0.002
-0.001
322
0.008
-0.006
3.561
-0.020
0.025
0.006
-0.002
-0.002
318
0.020
0.006
-5.557
-0.010
-0.022
-0.009
-0.002
-0.008
319
0.020
-0.013
-5.721
0.020
-0.014
0.012
0.005
-0.008
324
0.010
-0.013
3.271
0.019
0.016
-0.005
-0.003
-0.000
323
0.010
0.006
3.435
-0.011
0.008
0.007
0.001
-0.000
319
0.026
0.026
-5.995
-0.039
-0.013
-0.011
-0.008
-0.010
320
0.026
-0.027
-5.974
0.053
0.011
0.013
0.009
-0.009
325
0.015
-0.027
3.517
0.048
0.008
-0.005
-0.007
0.003
324
0.015
0.026
3.496
-0.043
-0.016
0.007
0.007
0.002
320
0.021
0.013
-7.154
-0.046
-0.008
-0.008
-0.004
-0.008
321
0.021
0.003
-6.958
0.043
0.040
0.006
0.001
-0.006
326
0.015
0.003
4.113
0.034
0.003
-0.000
0.002
0.004
325
0.015
0.013
3.917
-0.055
-0.045
0.003
0.003
0.001
STAAD.Pro for Windows 20.07.04.12
Print Run 30 of 33
Job No
Sheet No
Rev
31 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 217
218
219
220
221
222
223
224
225
226
227
228
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
321
-0.022
-0.041
-5.526
-0.023
0.018
0.006
0.014
92
-0.022
0.042
-5.149
0.014
0.027
-0.004
-0.014
0.005
273
-0.020
0.042
3.321
0.012
-0.043
-0.001
0.011
-0.006
326
-0.020
-0.041
2.945
-0.024
-0.052
0.003
-0.011
-0.007
200
0.003
-0.002
-4.379
2.054
-0.686
-0.010
-0.007
0.000
327
0.003
-0.002
-6.305
-2.069
-0.718
-0.003
0.003
-0.001
71
0.002
-0.002
-13.449
-2.045
0.743
-0.008
0.000
0.002
72
0.002
-0.002
-11.523
2.078
0.775
-0.011
-0.011
0.004
327
-0.001
0.000
-6.258
0.675
0.410
-0.003
0.002
-0.001
328
-0.001
0.000
-5.225
-0.141
0.425
-0.007
-0.000
-0.001
70
0.001
0.000
-11.631
-0.152
-0.358
-0.003
-0.000
-0.001
71
0.001
0.000
-12.664
0.664
-0.373
-0.007
0.002
-0.001
328
-0.000
-0.000
-5.905
-0.039
0.021
-0.005
-0.000
-0.001
329
-0.000
0.000
-5.850
0.046
0.074
-0.006
-0.000
-0.001
69
0.001
0.000
-11.914
0.006
0.033
-0.004
0.001
-0.000
70
0.001
-0.000
-11.968
-0.080
-0.020
-0.006
-0.001
-0.000
329
-0.000
0.000
-5.552
-0.186
-0.297
-0.005
-0.000
-0.001
330
-0.000
-0.001
-6.273
0.722
-0.194
-0.006
0.001
-0.001
68
0.001
-0.001
-12.146
0.644
0.353
-0.004
-0.000
-0.001
69
0.001
0.000
-11.424
-0.264
0.250
-0.006
0.000
-0.001
330
-0.000
-0.000
-6.866
-1.693
0.784
-0.006
0.000
-0.001
331
-0.000
0.001
-4.662
1.582
0.943
-0.007
-0.001
-0.000
67
0.001
0.001
-10.619
1.462
-0.729
-0.004
0.002
0.000
68
0.001
-0.000
-12.823
-1.813
-0.887
-0.007
-0.000
-0.000
331
-0.000
-0.003
-9.584
2.845
2.432
-0.004
0.003
0.001
102
-0.000
-0.004
-3.020
-8.087
2.582
-0.003
0.005
-0.002
34
-0.004
-0.004
-8.032
-8.200
-2.396
-0.014
-0.002
-0.003
67
-0.004
-0.003
-14.596
2.731
-2.546
-0.004
-0.002
-0.000
200
-0.027
-0.004
-6.576
-0.133
-0.009
0.013
0.002
0.012
327
-0.027
0.000
-6.912
0.072
-0.039
-0.012
-0.001
0.010
332
-0.015
0.000
3.698
0.077
0.024
0.006
-0.001
-0.001
280
-0.015
-0.004
4.034
-0.128
0.054
-0.007
-0.000
0.001
327
-0.016
0.007
-5.560
-0.016
-0.028
0.007
-0.002
0.008
328
-0.016
-0.005
-5.865
0.005
-0.036
-0.009
0.001
0.007
333
-0.007
-0.005
3.244
0.006
0.021
0.004
-0.002
0.001
332
-0.007
0.007
3.548
-0.015
0.028
-0.006
0.002
0.002
328
-0.019
-0.005
-5.545
-0.006
-0.018
0.009
0.002
0.008
329
-0.019
0.013
-5.704
0.016
-0.017
-0.011
-0.005
0.008
334
-0.010
0.013
3.254
0.015
0.013
0.005
0.003
0.000
333
-0.010
-0.005
3.413
-0.007
0.011
-0.006
-0.001
0.000
329
-0.025
-0.025
-5.963
-0.036
-0.009
0.011
0.008
0.009
330
-0.025
0.027
-5.936
0.050
0.009
-0.013
-0.009
0.008
335
-0.014
0.027
3.492
0.046
0.004
0.005
0.007
-0.002
334
-0.014
-0.025
3.465
-0.039
-0.014
-0.007
-0.007
-0.002
330
-0.020
-0.013
-7.101
-0.045
-0.005
0.007
0.004
0.008
331
-0.020
-0.003
-6.898
0.041
0.038
-0.006
-0.000
0.006
336
-0.015
-0.003
4.079
0.033
0.001
0.000
-0.002
-0.004
335
-0.015
-0.013
3.876
-0.053
-0.043
-0.003
-0.003
-0.001
STAAD.Pro for Windows 20.07.04.12
0.005
Print Run 31 of 33
Job No
Sheet No
Rev
32 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 229
230
231
232
233
234
235
236
237
238
239
240
L/C 3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
331
0.023
0.041
-5.460
-0.023
0.021
-0.006
-0.014
-0.005
102
0.023
-0.042
-5.078
0.013
0.026
0.004
0.014
-0.006
281
0.021
-0.042
3.282
0.012
-0.045
0.000
-0.011
0.006
336
0.021
0.041
2.900
-0.024
-0.051
-0.003
0.011
0.007
224
-0.003
0.004
2.238
0.126
0.752
0.004
-0.002
-0.003
337
-0.003
0.002
2.905
-0.179
0.296
-0.002
-0.001
-0.000
80
-0.001
0.002
-5.414
0.167
-0.209
0.005
0.001
-0.002
81
-0.001
0.004
-6.081
0.471
0.246
0.006
0.004
-0.004
337
-0.002
-0.002
0.857
-0.296
0.579
0.003
0.002
-0.000
338
-0.002
0.001
1.090
-0.066
0.142
-0.002
-0.001
-0.001
79
0.001
0.001
-3.716
0.266
-0.035
0.003
0.002
-0.001
80
0.001
-0.002
-3.950
0.036
0.402
-0.001
-0.003
-0.001
338
-0.001
-0.000
-0.668
-0.168
0.521
0.001
0.000
-0.000
339
-0.001
0.000
-0.565
-0.178
0.100
-0.003
-0.000
-0.000
78
0.001
0.000
-1.872
0.141
0.022
0.000
0.001
-0.001
79
0.001
-0.000
-1.974
0.152
0.443
-0.002
-0.000
-0.001
339
-0.001
-0.000
-2.265
-0.158
0.512
-0.000
0.000
-0.000
340
-0.001
0.000
-2.170
-0.104
0.102
-0.004
-0.000
-0.000
77
0.001
0.000
0.040
0.207
0.030
-0.001
0.001
-0.001
78
0.001
-0.000
-0.055
0.153
0.440
-0.003
-0.001
-0.001
340
-0.001
-0.000
-3.977
-0.312
0.605
-0.002
0.000
-0.000
341
-0.001
0.000
-3.623
-0.007
0.205
-0.005
0.000
-0.000
76
0.001
0.000
2.077
0.296
-0.063
-0.002
0.001
-0.001
77
0.001
-0.000
1.722
-0.008
0.337
-0.004
-0.000
-0.001
341
-0.002
-0.000
-5.821
0.086
0.756
-0.002
0.001
-0.000
110
-0.002
0.000
-5.060
-0.870
0.361
-0.007
-0.001
0.000
75
0.001
0.000
4.215
-0.570
-0.216
-0.002
-0.001
-0.000
76
0.001
-0.000
3.455
0.386
0.180
-0.006
-0.000
-0.001
224
-0.008
-0.005
2.543
-0.277
-0.035
0.006
0.002
0.002
337
-0.008
0.005
2.704
0.316
0.027
-0.008
-0.002
0.002
342
-0.001
0.005
-0.115
0.305
-0.003
0.004
0.001
-0.000
304
-0.001
-0.005
-0.276
-0.288
-0.065
-0.006
-0.000
-0.000
337
-0.010
-0.007
1.173
-0.318
-0.059
0.005
0.002
0.004
338
-0.010
0.007
0.952
0.322
-0.008
-0.006
-0.002
0.003
343
-0.004
0.007
0.282
0.312
0.033
0.003
0.002
-0.001
342
-0.004
-0.007
0.503
-0.327
-0.018
-0.004
-0.002
-0.000
338
-0.006
-0.004
-0.358
-0.286
-0.083
0.004
0.001
0.002
339
-0.006
0.003
-0.786
0.281
-0.022
-0.004
-0.001
0.002
344
-0.002
0.003
0.823
0.270
0.057
0.002
0.001
-0.000
343
-0.002
-0.004
1.251
-0.297
-0.003
-0.003
-0.001
0.000
339
-0.005
-0.001
-1.951
-0.235
-0.087
0.003
0.000
0.002
340
-0.005
-0.000
-2.389
0.229
-0.021
-0.003
-0.000
0.002
345
-0.002
-0.000
1.449
0.216
0.061
0.002
-0.000
-0.000
344
-0.002
-0.001
1.887
-0.247
-0.005
-0.002
-0.000
0.000
340
-0.004
0.004
-3.699
-0.173
-0.075
0.003
-0.001
0.001
341
-0.004
-0.006
-3.988
0.159
-0.005
-0.001
0.002
0.001
346
-0.002
-0.006
2.193
0.145
0.049
0.002
-0.002
-0.000
345
-0.002
0.004
2.482
-0.186
-0.021
-0.000
0.001
-0.000
STAAD.Pro for Windows 20.07.04.12
Print Run 32 of 33
Job No
Sheet No
Rev
33 Part
Software licensed to Job Title
Ref By
Client
File
Date
Chd
BG180-FRAME-STRENG
Date/Time
20-Oct-2010 12:08
Plate Corner Stress Cont... Shear Plate 241
L/C 3:LC02: SELFW
Print Time/Date: 20/10/2010 16:33
Node
Qx
Qy
Sx
Membrane Sy
Sxy
Mx
Bending My
Mxy
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(N/mm2)
(kNm/m)
(kNm/m)
(kNm/m)
341
-0.000
0.010
-5.258
-0.076
-0.054
0.002
-0.003
0.001
110
-0.000
-0.009
-5.318
0.043
0.016
0.000
0.004
0.001
305
0.001
-0.009
2.866
0.030
0.027
0.003
-0.002
0.002
346
0.001
0.010
2.926
-0.089
-0.042
0.000
0.003
0.001
STAAD.Pro for Windows 20.07.04.12
Print Run 33 of 33
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