HSS Beam - End Plate Connection
HSS Beam - End Plate Connection
(OP)
I am creating some sample calculations for practice, my current connection is a HSS Beam to a WF column web using an end plate connection. For my loading I am using 10k vertical shear, 5k horizontal, 5k-ft of torsion, and 10k axial. Is this a common loading for an HSS beam, and what conditions will produce torsion?






RE: HSS Beam - End Plate Connection
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: HSS Beam - End Plate Connection
RE: HSS Beam - End Plate Connection
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: HSS Beam - End Plate Connection