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Discussion :: Structural Design Specifications

  1. The permissible bending stresses Pbet for steel slab bases should not exceed

    2. A.
    1500 kg/cm2
    B.
    1650 kg/cm2
    C.
    1800 kg/cm2
    D.
    1890 kg/cm2

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    Workspace

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    Answer : Option A

    Explanation :

    No answer description available for this question. Let us discuss.

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