Q2
Critical section for shear in case of flat slabs is (adopting standard notations)
A.
At a distance of effective depth of slab from periphery of column/drop panel
B.
At a distance of from periphery of column/capital/drop panel
AnswerC.
At the drop panel of slab
D.
At the periphery of column
Answer: Option B
Solution
Answer: Option B
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