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  1. damyan66

    Eccentric column buckling FEA and hand calculation

    rb1957, thank you for that suggestion. I think this is what must be the issue, since using L = 2m in the hand calculation gives 7.2m, which is much closer to the result given in the FEA. Thanks!
  2. damyan66

    Eccentric column buckling FEA and hand calculation

    Hello everyone, I am currently carrying out a university project in which I am trying to model a ski pole shaft being eccentrically loaded. The shaft is a hollow cylinder of dimensions: inner radius = 8mm outer radius = 9mm length = 100cm I am using MSC Marc Mentat software to load the...
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