Post-Buckling Strength of Wide-Flange Beamsby G.C. Lee,
Serial Information: Journal of the Engineering Mechanics Division, 1962, Vol. 88, Issue 1, Pg. 59-78
Document Type: Journal Paper
Results of series of experiments to study behavior of short, laterally braced wide-flange beams; determination of maximum permissible spacing of lateral supports for beams subjected to constant plastic moment, and post-buckling strength of relatively short beams; beams longer than 45 ry failed because of lateral buckling.
Subject Headings: Beams | Structural behavior | Flanges | Post buckling | Structural strength | Plastics | Spacing | Bracing | Moment (mechanics)
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