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RE: U-frame Analysis necessary even after designing everything in STAAD?

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Hi sye,

Thanks a lot. Your advice of using Section wizard has worked for me. I referred your other article to learn Section wizard. I am sorry for bugging you again but there seems to be new issue here now.

I used section wizard to create "double T -back to back". It successfully creates all the properties even Cw (which is HSS). But I noticed it dint give me values of Shear area Ay & Az!!. Should I understand as " this section has no shear area?! which is not possible. OR wizard cant interpret Shear area formulae in this case?

I have uploaded the screenshot of section for your reference and also  I couldn't upload the .upt file as this wont allow me.

Thanks again

Mahesh


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