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Discussion :: Design of Steel Structures

  1. In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

    2. A.

     0.55 Awfy
    B.

     0.65 Awfy
    C.

     0.75 Awfy
    D.

     0.85 Awfy

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    Answer : Option A

    Explanation :

    Explanation Not Provided

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