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Distortional Buckling of Cold-Formed Steel Members in Bending
Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in combination with yielding. For many cold-formed steel (CFS) studs, joists, purlins, or girts, distortional buckling may ...
Test Verification of the Effect of Stress Gradient on Webs of Cees and Zee Sections
This report details the work performed under a research grant funded by the American Iron and Steel Institute (AISI) and the Metal Building Manufacturers Association (MBMA) entitled “Test Verification of the Effect of ...