Typical Weld Size with Spacing for Cover Plates
Typical Weld Size with Spacing for Cover Plates
(OP)
I have brick veneer supported on a 1/2 inch thick plate welded to a wide flange beam. Is there a typical weld pattern for this situation. Can distortion occur to the beam or plate if to much welding is done. Any tips will be appreciated.





RE: Typical Weld Size with Spacing for Cover Plates