Research Article
Dec 1969
Strength of Steel Columns with Biaxially Eccentric Load
Publication: Journal of the Structural Division
Volume 95, Issue 12
Abstract
An approximate method of determining the ultimate strength of wide-flange steel columns under biaxially eccentric load is developed. Eccentricity of load is the same at both ends. Equilibrium is enforced only at midlength, and displacements u and v of the center of gravity and the angle of twist \a/ are assumed to vary sinusoidally. Results are presented in the form of six sets of interaction curves which cover a wide range of eccentricities. Results of tests by others on 78 specimens with yield stresses ranging from 30 to 60 ksi are compared with the predictions of the interaction curves. The agreement is very good; 51% of the test values are within ± 5% of the predicted values, 80% are within ± 10% and 94% are within ± 15%. A simple procedure for using the interaction curves in the general case where eccentricities at one end differ from those at the other is suggested. Predicted strengths are in good agreement with tests on four specimens by others.
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Published In
Journal of the Structural Division
Volume 95 • Issue 12 • December 1969
Pages: 2797 - 2812
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Dec 1969
Published online: Feb 1, 2021
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Authors
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Satya S. Sharma, AM.ASCE
Assoc. Prof. Civ. Engrg., Punjab Engrg. College, Chandigarh, India
Edwin H. Gaylord, F.ASCE
Prof. Civ. Engrg., Univ. of Illinois, Urbana, 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.