Research Article
Oct 1959
Laterally Deflected Columns
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 85, Issue 8
Abstract
Consideration of column of which unbent axis is rotated about one end due to deflection of other end; computation methods for column with both ends fixed to prevent rotation; equations for case of column below portal, column within portal, and combined action of column and portal; it is shown that modified secant formula gives results comparing favorably with those obtained by tangent formula.
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Published In
Journal of the Structural Division
Volume 85 • Issue 8 • October 1959
Pages: 45 - 64
Copyright
© 1959 American Society of Civil Engineers.
History
Published in print: Oct 1959
Published online: Feb 1, 2021
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Authors
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John Sherman, F.ASCE
Engr., American Bridge Div. U. S. Steel Corp., Roanoke, Va.
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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.