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Discussion :: Design of Masonry Structures

  1. The mode of failure of a very short masonry member having h/t ratio of less than 4 is by

    2. A.

     Shear
    B.

     Vertical tensile splitting
    C.

     Buckling
    D.

     Any of the above

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    Workspace

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    Answer : Option A

    Explanation :

    Explanation Not Provided

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