Should I apply rigid zones when checking punching shear?
Extended Question: I am finding large differences in the moment demands for punching shear when rigid zones are applied over columns. Is there an explanation for this behavior, and is there a recommendation for whether or not to include this option?
Answer: When the option to Include Automatic Rigid Zone Area Over Column is specified, the rigidity of the connection increases, causing deflection and slab reinforcement to decrease. Further, unbalanced moments generally increase, leading to higher punching shear ratios.
While this modeling decision is at the discretion of the engineer, we generally recommend including the rigid zones over column objects.
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