Welded Connection corner of HSS?
Welded Connection corner of HSS?
(OP)
I am wondering if any has any knowledge or experience with single plate shear connections welded to the corners of HSS columns. Is there any problems with this type of connection?






RE: Welded Connection corner of HSS?
Good luck
RE: Welded Connection corner of HSS?
VAL
RE: Welded Connection corner of HSS?
I have a solution if you are concerned; why not seat the beam on top of the column with cap plate? Any reason that would prevent you from doing so? I would like this connection since it will reduce if not eliminate the eccentricity.