Research Article
Mar 1958
Lateral Bracing of Columns and Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 84, Issue 2
Abstract
There are many situations where it is necessary to determine the characteristics required of lateral bracing in order to counteract buckling of columns or beams, or to decide whether a given bracing system is adequate to provide the required lateral support. In this paper a simple and elementary method is developed which permits one to calculate lower limits of the strength and rigidity of lateral support in order to provide “full bracing” to columns and beams. “Full bracing” is defined as equivalent in effectiveness to immovable lateral support.
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Information
Published In
Journal of the Structural Division
Volume 84 • Issue 2 • March 1958
Pages: 1561-1 - 1561-22
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Mar 1958
Published online: Feb 1, 2021
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Authors
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George Winter, M.ASCE
Prof. and Head, Dept. of Structural Eng., Cornell Univ., Ithaca, N. Y.
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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.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.