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Discussion :: RCC Structures Design

  1. 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

    2. A.

     D = W (a - b)/4a²bq
    B.

     D = W (a² - b²)/4a²bq
    C.

     D = W (a² - b²)/8a²bq
    D.

     D = W (a² - b²)/4abq

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    Workspace

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    Answer : Option B

    Explanation :

    Explanation Not Provided

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