Deck Edge Angle Weld Location
Deck Edge Angle Weld Location
(OP)
I am working through a detail where an elevated concrete slab is supported on bar joists. For the deck edge angle, would the welded connection be made between the joists or the deck? Is there a concern with either one if proper fastening rates can be obtained? See att.






RE: Deck Edge Angle Weld Location
RE: Deck Edge Angle Weld Location
RE: Deck Edge Angle Weld Location
RE: Deck Edge Angle Weld Location
RE: Deck Edge Angle Weld Location
Dik
RE: Deck Edge Angle Weld Location