stresses in dished end due to channel cleat - Intergraph CADWorx & Analysis

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#71394 - 04/03/18 11:41 PM stresses in dished end due to channel cleat
rajendra_g Member Registered: 03/18/16 Posts: 7 Loc: India	Dear All, I have to check the stresses in the dished end due to platform cleat. The platform cleat is C shaped channel. WRC 107 analysis can be done only for Square or circular attachment. So I have to consider the cleat as square attachment. My question is that how to calculate parameter C11 when the attachment is C shaped channel Regards, Rajendra
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#71407 - 04/04/18 04:10 PM Re: stresses in dished end due to channel cleat [Re: rajendra_g]
Ray_Delaforce Member Registered: 01/02/03 Posts: 743 Loc: Houston, TX	Hello Rajendra, Modelling the cleat as a square section will get you into the ballpark. It is the only way this can be done with WRC 107. _________________________ Sincerely, Ray Delaforce CADWorx & Analysis Solutions Hexagon PPM
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