Research Article
Apr 1981
Proposed Steel Column Strength Criteria
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 107, Issue 4
Abstract
The development of proposed design criteria is presented for pinned end columns for the load and resistance factor design provisions being developed for the American Institute of Steel Construction (AISC). Available test data have been examined by regression analysis to determine a practical column strength equation for design. The study resulted in the division of slenderness into three regions: a plastic region where slenderness does not effect column strength; an inelastic region where strength decreases linearly with increasing slenderness; and an elastic region where strength is defined by a hyperbola. Equations representing column strength in each of these regions are developed, and a resistance factor to be used with these equations is derived.
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Published In
Journal of the Structural Division
Volume 107 • Issue 4 • April 1981
Pages: 649 - 670
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Apr 1981
Published online: Feb 1, 2021
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Authors
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Dann H. Hall, M.ASCE
Consulting Engrg., Technical Services Div., Engrg. Dept., Bethlehem Steel Corp., Bethlehem, Pa. 18016
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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.