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  1. y061q

    Crushing large pipe with diagram

    I am having a bit of a problem. I have a 30" OD pipe (1/2" wall) on a 17 degree angle and have a 100ton weight on it. The pipe is fully supported, so I am assuming that the deflection is minimal. I can calculate the bending stress and shear but is there a way to calculate the rupture stress...

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