Research Article
Oct 1962
Elastic Strength of Tapered Columns
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 88, Issue 5
Abstract
Equations and mathematical values for columns considering interaction among axial thrust, end bending moment, and slenderness for elastic pin-ended member of variable cross section subjected to concentrically applied axial thrust and various combinations of end bending moment; algebraic interaction relationships are obtained for combination of loads and slenderness that result in elastic limit being reached at most highly strained section along length of member.
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Published In
Journal of the Structural Division
Volume 88 • Issue 5 • October 1962
Pages: 67 - 106
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Oct 1962
Published online: Feb 1, 2021
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Charles M. Fogel
Assoc. Prof. of Engrg., School of Engrg., Univ. of Buffalo, Buffalo, N.Y.
Robert L. Ketter, AM.ASCE
Prof. and Chmn., Dept. of Civ, Engrg., School of Engrg., Univ. of Buffalo, Buffalo, 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.