beam slope calculation

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    atuter
    Keymaster

    i am studying beam deflection methods such as double integration or moment area method or conjugate beam method etc right now.

    how can we know where the slope is 0 for a simply supported beam, with any distributed or point loads on it.

    is the beam slope 0 where moment diagram is at its maximum or minimum ? if not is there a shortcut of how to find where slope is 0?

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