Bammer25
Structural
- Mar 22, 2018
- 154
Maybe a dumb question for some, but I am checking punching shear in a slab on grade. I intend to only have top reinforcing, so am I restricted to only using the depth down to rebar for punching shear check? that is going to seriously constrain me. I have 25Kip wheel loads and a 6" slab.
I know i can lower the rebar down to where i need it for punching shear, but id like to keep it up near the top for moment.
I know i can lower the rebar down to where i need it for punching shear, but id like to keep it up near the top for moment.