Lateral Buckling of Beams: General Considerationsby Mahesh D. Pandey, Univ of Waterloo, Canada,
Archibald N. Sherbourne, Univ of Waterloo, Canada,
Abstract: The paper presents a solution for the elastic, lateral-torsional buckling of beams under unequal end moments using Worthington's method of superposition of modes involving uniform and non uniform torsion. It is seen to provide more accurate results in comparison with existing methods as used in design codes.
Subject Headings: Torsion | Buckling | Beams | Steel structures | Steel frames | Structural stability | Elastic analysis
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