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elastic deflection check

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Formula Used Elastic Deflection Calculations for elements ω l E kPa m kN/m ALUM. 3 mm THK. PLATE 5/384 0.013 3.122 1.000 3.122 0.4 7.00E+07 1/8 0.125 3.122 1.000 3.122 0.18 7.00E+07 5/384 0.013 4.070 1.000 4.07 0.35 7.00E+07 60X60X8 mm THK. GMS ANGLE 5/384 0.013 3.122 1.180 3.68396 0.675 2.05E+08 1/8 0.125 3.122 1.180 3.68396 0.775 2.05E+08 100x50x10 mm THK. PFC 5/384 0.013 3.122 0.350 1.0927 2.195 2.05E+08 Pw load width m 4 N/m 2

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1Formula UsedElastic Deflection Calculations for elementsPwload widthlEIdeflectiondeflection limitDescriptionkPamkN/mm4N/m2m4mmmmALUM. 3 mm THK. PLATE5/3840.0133.1221.0003.1220.47.00E+070.00000000226.61L/606.67OKElevation Alum. Cladding1/80.1253.1221.0003.1220.187.00E+070.00000000222.60L/603.00OKCantilevered Alum. Cladding5/3840.0134.0701.0004.070.357.00E+070.00000000225.05L/605.83OKBottom Alum. Cladding60X60X8 mm THK. GMS ANGLE5/3840.0133.1221.1803.683960.6752.05E+082.92E-070.17L/2003.38OKSimply Support Main Beam1/80.1253.1221.1803.683960.7752.05E+082.92E-072.78L/2003.88OKCantilevered Main Beam100x50x10 mm THK. PFC5/3840.0133.1220.3501.09272.1952.05E+082.92E-075.52L/20010.98OKSimply Support Main Beam

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