Elastic Strength of Tapered Columns
- 1 October 1962
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 88 (5) , 67-106
- https://doi.org/10.1061/jsdeag.0000844
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.Keywords
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