design chart development

1. Summary of Finite Element Analysis Tensile Stress (N/mm2) at each Base Thickness (mm) 700 650 600 500 400 300 200 750 1.262 1.452 1.686 2.320 700 1.192 1.370 1.592 2.193 650 1.117 1.286 1.496 2.062 600 1.041 1.199 1.396 1.927 550 0.962 1.110 1.292 1.784 500 0.886 1.020 1.189 1.647 2.398 450 0.804 0.925 1.081 1.496 2.184 400 0.720 0.830 0.971 1.346 1.970 350 0.739 0.865 1.200 1.757 3.023 300 0.751 1.043 1.530 2.420 250 0.882 1.296 2.051 200 0.715 1.053 1.678 3.023 150 0.804 1.286 2.330 100 0.882 1.605 50 0.835 SEWL From Until 250,000 1.3 250,000 1,500,000 1.1 ### 4,000,000 0.9 ### 8,000,000 0.7 ### ### 0.5 Load (kN) Max. Tensile Stress 700 800

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FEM Result1. Summary of Finite Element AnalysisTensile Stress (N/mm2) at each Base Thickness (mm)Load (kN)700650600500400300200250,0001,500,0007501.2621.4521.6862.3207507007001.1921.3701.5922.1937506506501.1171.2861.4962.0627006506001.0411.1991.3961.9276506505500.9621.1101.2921.7847506005000.8861.0201.1891.6472.3987006004500.8040.9251.0811.4962.1846506004000.7200.8300.9711.3461.9706006003500.7390.8651.2001.7573.0235506003000.7511.0431.5302.4207505002500.8821.2962.0517005002000.7151.0531.6783.0236505001500.8041.2862.3306005001000.8821.605550500500.835500500450500SEWLMax. Tensile Stress400500From Until500400250,0001.3450400250,0001,500,0001.14004001,500,0004,000,0000.93504004,000,0008,000,0000.73004008,000,00012,000,0000.5250400350300300300250300200300150300200200150200100200

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