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WebDec 8, 2024 · A good result may be obtained for the buckling load using a numerical analysis. The sketch below shows a column with variable moment of inertia analyzed by Newmark's Numerical Procedure. The column on the right has a tapered shape, but constant load P. In the present case, load would vary from 0 at the top to full load P at the bottom. Web3D design Greek Columns created by scrufulufugus with Tinkercad mcls hours
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