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SectionModulusCalculationProject:JobNo.BeamName:Widthofeffectiveflange：l=T560mm(in)Thk.ofeffectiveflange：t=8mm(in)THeightofwebplate：=l75mm(in)WThk.ofwebplate：=t7mm(in)WDist.ofholecenter：h=0mm(in)HDepthofhole：l=0mm(in)HWidthoffaceplate:l=23mm(in)BThick.offaceplate：t=23mm(in)BStruCADProgramInputData:1.TotalAreaofSection:A=5511.25mm(in)2X2.Momentofinertiafor"X":J=1.896E+05mm(in)43.Momentofinertiafor"Y":I=4.448E+06mm(in)4SMY=49829y4.Momentofinertiafor"Z":I=1.171E+08mm(in)4SMZ=418217zDepthfor"Z"axis:Z-Dim=2*Max.(y5.,y)=178.51mm(in)BT6.Widthfor"Y"axis:Y-Dim=2Z*=560.00mm(in)SYaxisShearedArea:Y-SA=1.57.*A=7479.38mm(in)2YYPreparedby:ReaginPage1of22022/2/2222:32SectionModulusCalculationZaixsShearedArea:Z-SA=1.58.*A=1107.75mm(in)2ZZPreparedby:ReaginPage2of22022/2/2222:32
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