connections with torsion
 

connections with torsion
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
check out our whitepaper library.
did you try the aisc torsion design guide? i think it is design guide 7.
is it a bolted or welded connection? have you tried the bolt and weld tables in the steel manual?