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  1. Pengy

    Impact Force / Maximum Plastic Deformation on Cantilever Beam

    Let's say you have a 10' cantilevered beam with an ultimate moment capacity (not design moment @ yield, but capacity @ ultimate stress) of 200 k-ft. Is there an approach to find what the approx. total deflection (elastic+plastic) would be at the end of the cantilever if the point load resulting...

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