JStructsteel
Structural
- Aug 22, 2002
- 1,446
Got a structure that is an open structure (was a enclosed building, now open). there are some man doors where the architect wants to pour the slab continuous thru the door. My comment was its gonna crack.
How would you handle this? a few bars thru the opening to control?
How would you handle this? a few bars thru the opening to control?