Research Article
Jan 1960
Lateral Bracing of Columns and Beams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 125, Issue 1
Abstract
There are many situations in which 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 elementary method is developed that permits the lower limits of the strength and rigidity of lateral support to be computed 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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© 1960 American Society of Civil Engineers.
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Published in print: Jan 1960
Published online: Feb 10, 2021
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George Winter, F.ASCE
Prof. and Head, Dept. of Struct. Engrg., Cornell Univ., Ithaca, N. Y
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