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  • Users: MacCox
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  1. MacCox

    Buckling Analysis in Ansys

    I am doing a buckling analysis where the column will buckle. It has a pinned-pinned mount and a side load perpendicular to the axis at the center of gravity. Where my problem comes in is that the center of the column can only deflect 20mm. How can I model/simulate this in Ansys WB 10?

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