Moment Connection: WF Column & HSS Beam
Moment Connection: WF Column & HSS Beam
(OP)
I've been looking at different schemes to do a moment connection between a WF column to HSS rect/square beam (both sides of column). A bit of odd case here. It will be treated as a OMF (not a pre-qual connection). I'm trying to solicit some ideas as all I can come up with is using a welded plate to top/bottom continuity plates. Any advice/suggestions?






RE: Moment Connection: WF Column & HSS Beam
Dik
RE: Moment Connection: WF Column & HSS Beam
Not pre-qualified, of course. But, for an OMF that shouldn't be a problem.
RE: Moment Connection: WF Column & HSS Beam
RE: Moment Connection: WF Column & HSS Beam
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: Moment Connection: WF Column & HSS Beam