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Torsion steel beam
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Hello,
I'm designing a steel structure and I have a problem in torsion with all the C-section beams on the border :
I have loaded structure with loads on cladding, but in the reality I have a metal deck.
Unfortunately I have this verification:
Tau,ty,Ed/(fy/(sqrt(3)*gM0)) > 1
How can I solve? I'm pretty sure that those beams on the border are not going in torsion because of the welded steel deck on top; there is a way to eliminate this verification or block beams to go in torsion with some releases?
Those beam are already full fixed between them.
Thanks.
