Beam to PG connection
Beam to PG connection
(OP)
A transverse beam is welded to a longitudinal plate girder on each side and covered by deck plate as described in the attached sketch. Isn't it over-conservative to consider the beam simply supported for a bending analysis?






RE: Beam to PG 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: Beam to PG connection