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
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
RE: Connections with Torsion