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  1. loten

    Cantilever: end deflection due to applied moment

    Please could someone verify (or not) the formula I have attempted to derive for the deflection at the end of a cantilever subjected to a moment about a horizontal axis perpendicular to the axis of the beam. It's come out as " x = (MLL) / (2EIxx) " where M is the applied moment L is length E...

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