If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is
A) D = W (a - b) /4a²bq
B) D = W (a² -b²) /4a²bq
C) D = W (a² -b²) /8a²bq
D) D = W (a² - b²) /4abq
Correct Answer:
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