Research Article
Apr 1958
Effect of Deflection on Lateral Buckling Strength
Authors: J.W. Clark, AM.ASCE, and A.H. Knoll, JM.ASCEAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 84, Issue 2
Abstract
Effect of deflection on critical moment is found to be larger when member has ends simply supported in lateral direction than when lateral restraint is provided; in preparation of design rules for beams, effect of deflection need not be considered and, in case of beam columns, only effect of deflection that need be taken into account is increase in bending moment caused by deflection.
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Published In
Journal of the Engineering Mechanics Division
Volume 84 • Issue 2 • April 1958
Pages: 1596-1 - 1596-18
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Apr 1958
Published online: Feb 3, 2021
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J.W. Clark, AM.ASCE
Asst. Chief, Eng. Design Div., Alcoa Research Laboratories, New Kensington, Pa.
A.H. Knoll, JM.ASCE
Research Engr., Eng. Design Div., Alcoa Research Laboratories New Kensington, Pa.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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