Flexural-torsional buckling of general cold-formed steel columns with unequal unbraced lengths
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DOI: 10.1016/j.tws.2017.04.023
Abstract: Abstract The design of cold-formed steel columns must consider flexural buckling, torsional buckling, and flexural-torsional buckling. The American Iron and Steel Institute incorporated equations for the critical elastic buckling loads corresponding to these failure modes… read more here.
Keywords: unbraced lengths; steel; formed steel; torsional buckling ... See more keywords