Recent content by Guruprakash

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    How to use the Double integration method for an overhanging beam?

    In case of overhanging beam with point load at the end. For example: (here RA-reaction is negative) The equation will be as follows (by double integration method): , as we can see the equation will not have Point load (10kN) term in it. 1) How the influence of the point load is accounted in...