Research Article
Oct 1958
Eccentrically Loaded, Hinged Steel Columns
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 84, Issue 4
Abstract
Experimental investigation of columns bent about minor axis parallel to flanges; tests preclude torsion, but produce maximum stresses over entire width of flanges; information obtained on load-deflection performance up to and considerably beyond ultimate loads; comparison of results with predicted failure loads calculated by other methods.
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Published In
Journal of the Engineering Mechanics Division
Volume 84 • Issue 4 • October 1958
Pages: 1792-1 - 1792-19
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Oct 1958
Published online: Feb 3, 2021
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Authors
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Richard E. Mason
Asst. Prof., Dept. of Structural Eng., Cornell Univ., Ithaca, N. Y.
Gordon P. Fisher, AM.ASCE
Associate Prof., Dept. of Structural Eng., Cornell Uruv., Ithaca, N. Y.
George Winter, M.ASCE
Prof. and Head, Dept. of Structural Eng., Cornell Univ., Ithaca, 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.