efFeb
Structural
- Dec 25, 2019
- 66
Good Morning,
I am doing an analysis of an existing slab, and I'm interested in finding out how much rotation I would get at a point if I create a free edge (unrestrained from rotation)
Does anybody know how i can determine the slab rotation at an edge in SAFE?
Thanks so much!
I am doing an analysis of an existing slab, and I'm interested in finding out how much rotation I would get at a point if I create a free edge (unrestrained from rotation)
Does anybody know how i can determine the slab rotation at an edge in SAFE?
Thanks so much!