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  1. Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456-2000 for the limit state of collapse (flexure) is

    2. A.
    195
    B.
    250
    C.
    345
    D.
    372

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    Answer : Option D

    Explanation :

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