LPPE
Structural
- May 16, 2001
- 578
I have steel floor deck that runs perpendicular to my steel W shape beam. I need to slope the steel floor deck, but cannot rotate the steel beam to meet that slope.
Without rotating the steel beam to the steel deck slope, what's the maximum slope I can put on this deck and still weld the end of the deck to the steel beam?
Without rotating the steel beam to the steel deck slope, what's the maximum slope I can put on this deck and still weld the end of the deck to the steel beam?