ETABS - Punching shear check
ETABS - Punching shear check
(OP)
I am analyzing a flat slab building and checking the punching shear (picture of the model provided)
I would like to know, in order to check the punching of the slabs, should I remove the basement shear walls or not? the results are different when checking.
I would like to know, in order to check the punching of the slabs, should I remove the basement shear walls or not? the results are different when checking.




