Lateral Buckling of Singly Symmetric Beams

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Pekoz, Teoman
University of Missouri--Rolla
Structural Engineering
conference paper description
General solutions for the elastic lateral buckling moment of singly symmetric sections are studied. The studies include the effect of the location of the load on the section as well as the effect of moment gradients on the lateral buckling moment. Design provisions are outlined for the case of moment gradients.