Accepted gap in moment connection between Beam end plate and column flange
Accepted gap in moment connection between Beam end plate and column flange
(OP)
Dear colleague:
could you please advice according to AISC is there an accepted gap in moment connection between Beam end plate and column flange or it should be fully contact.
could you please advice according to AISC is there an accepted gap in moment connection between Beam end plate and column flange or it should be fully contact.






RE: Accepted gap in moment connection between Beam end plate and column flange
RE: Accepted gap in moment connection between Beam end plate and column flange
BA
RE: Accepted gap in moment connection between Beam end plate and column flange
RE: Accepted gap in moment connection between Beam end plate and column flange
Dik