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  1. Saurav Kumar
    Saurav Kumar :
    2 years ago

    M/I=E/R=sigma/y
    taking.
    M/I=sigma/y
    Sigma=My/I
    So,
    Sigma=M/(I/y)
    Here I/y is section modules..
    So simga that is bending stress is inversely proportional to section modules..

    Final conclusion,...

    section modulus of a beam is increased, the bending stress in the beam will decrease..

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