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civil engineering rcc structures design
1. Based on punching shear consideration, the overall depth of a combined footing under a column A, is
(A): ( Area of the column A × Safe punching stress)/Load on column A
(B): (Perimeter of column A × Safe punching stress)/(Load of column A × Upward pressure × Area of column )
(C): (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of column)
(D): None of these.
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