Effective area for flexure
Effective area for flexure
(OP)
I have a client who wants to add a point load on an existing slab. I have checked the slab for punching shear but am not sure how to check for flexure. Because the slab is a large area, I am not sure how far from the new column the effective area will extend. Any advice will be appreciated.






RE: Effective area for flexure
RE: Effective area for flexure
RE: Effective area for flexure
RE: Effective area for flexure
You can find it at: www.concretecentre.com
Hope this helps.
RE: Effective area for flexure
RE: Effective area for flexure