The lateral-torsional buckling of tapered thin-walled beams with singly-symmetric cross-section has been investigated before. For instance. the power series method has been previously utilized to simulate the problem. as well as the finite element method. https://www.bekindtopets.com/limited-stock-Arcteryx-Micon-16-Backpack-great-pick/
Lateral stability analysis of steel tapered thin-walled beams under various boundary conditions
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