1.

Critical section for shear in case of flat slabs is (adopting standard notations)

A. at a distance of effective depth of slab from the periphery of the column/the drop panel
B. at a distance of \(\frac{d}{2}\) from the periphery of the column/the capital / the drop panel
C. at the drop panel of the slab
D. at the periphery of the column
Answer» C. at the drop panel of the slab


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