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Miscellaneous Clauses -I
Critical sect...
Question
Critical section for shear in case of flat slabs is
A
at a distance of effective depth of slab from the periphery of the column the drop panel
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B
at a distance of d/2 from the periphery of the column/the capital/the drop panel
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C
at the drop panel of the slab
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D
at the periphery of the column [adopting standard notations]
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Solution
The correct option is
B
at a distance of d/2 from the periphery of the column/the capital/the drop panel
As per IS 456: 2000 Clauses. 31.6.1
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