Re: Local Loads on Inside of a Dish

From: <Christopher>
Date: Thu Apr 25 2002 - 20:41:00 EDT

>I think WRC 107 could be be followed but I am not so sure about the graphs
>which I could use.

Correct. There'll be a shearing force and a bending moment reaction at each support point, and you need to assess both types of loads and add the stresses.

Christopher Wright P.E. |"They couldn't hit an elephant from <a href="/group/PipingDesign/post?postID=hbkMZmhAjDb2kP6v7ph8aL4zxm21MG_kK-weGeqOC2UrV6BeuzNimlOJetCzJKwauTk7_keuFDZQXXoVSlQ">chrisw@skypoint.com</a> | this distance" (last words of Gen.

___________________________| John Sedgwick, Spotsylvania 1864)

<a href="http://www.skypoint.com/~chrisw">http://www.skypoint.com/~chrisw</a> Received on Thu Apr 25 20:41:00 2002