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  • Users: Samplaw
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  1. Samplaw

    Column problem

    Hi there, I have a column with 2 rigid ends (L/4) attached to pinned connections (the upper on being on rollers) then an elastic section in the middle for the other L/2 length of the beam. This is subjected to a load P. I don't even know where to start as other column buckling problems have...

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