Research Article
Jan 1973
Buckling of Wide Flange Columns about Minor Axis
Publication: Journal of the Structural Division
Volume 99, Issue 1
Abstract
The elastic-plastic buckling of wide flange columns about minor axis is studied. The interaction curves are derived analytically in terms of a parameter, T, the ratio of the web to flange areas, and are approximated by empirical equations to facilitate the design of such columns. These curves are insensitive to the variations in T for common column sections and are, therefore, presented for an average value T = 0.29. Numerical examples are given to illustrate the method of analysis.
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Information
Published In
Journal of the Structural Division
Volume 99 • Issue 1 • January 1973
Pages: 145 - 165
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jan 1973
Published online: Feb 1, 2021
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Authors
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Subhash C. Anand, M.ASCE
Assoc. Prof. of Civ. Engrg., Clemson Univ., Clemson, S.C.
Julian Snyder, M.ASCE
Partner, Fruchtbaum and Assocs., Buffalo, N.Y.
Chaman L. Dhar
Struct. Designer, Pioneer Service and Engrg. Co., Chicago, Ill.
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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.