Critical section for shear in case of slab is at a distance of:
Aeffective depth of slab from periphery of column by drop panel
Bd/2 from Periphery of column or capital or drop panel
CAt the Drop panel of slab
DAt the periphery of column
Aeffective depth of slab from periphery of column by drop panel
Bd/2 from Periphery of column or capital or drop panel
CAt the Drop panel of slab
DAt the periphery of column
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