Two-Way Slab Shear Check
Two-Way Slab Shear Check
(OP)
When checking a two-way slab for shear i have been unable to positively determine in ACI what bw should be. It looks to me like it would be the width of my column strips. Has anyone been able to verify this? Thanks for the help.





RE: Two-Way Slab Shear Check
RE: Two-Way Slab Shear Check