I am confused about the Combined Footing Failing in Punching Shear when the Allowable is so much more than the Actual when it Passes.
I do not get the calculation when it fails. Any suggestions
I am confused about the Combined Footing Failing in Punching Shear when the Allowable is so much more than the Actual when it Passes.
I do not get the calculation when it fails. Any suggestions