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Connections with Torsion

Connections with Torsion

Connections with Torsion

(OP)
Hey all,

Are there any good references out there for designing connections for beams with torsion?  For example, a curved HSS member uniformly loaded along its length.  Any help would be appreciated.

Thanks

RE: Connections with Torsion

Did you try the AISC Torsion Design Guide? I think it is Design Guide 7.

RE: Connections with Torsion

Is it a bolted or welded connection? Have you tried the bolt and weld tables in the steel manual?

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