greznik91
Structural
- Feb 14, 2017
- 186
A residental building (masonry with RC slabs/beams and timber roof) with huge openings in the ground floor - because of this I have large forces acting on the edges of the foundation slab (0,30 m thick).
I was thinking about edge beams but not around the entire perimeter of the slab.
Thoughts?
I was thinking about edge beams but not around the entire perimeter of the slab.
Thoughts?


