Research Article
Jan 1945
Design Constants for Beams. with Nonsymmetrical Straight Haunches
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 110, Issue 1
Abstract
Tables are presented in this paper, with outlines of the procedure to be followed in their use, to assist the structural designer in determining the stiffness, carry-over factors, and fixed-end moments for various loadings of beams having straight haunches placed nonsymmetrically with respect to the center of the span. Although this work was performed to determine these factors for nonsymmetrically haunched beams, it is also applicable to beams having straight haunches a t only one end and to symmetrical cases as well.
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Published In
Transactions of the American Society of Civil Engineers
Volume 110 • Issue 1 • January 1945
Pages: 1019 - 1036
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© 1945 American Society of Civil Engineers.
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Published in print: Jan 1945
Published online: Feb 10, 2021
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Authors
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August L. Ahlf, J.ASCE
Engr., U. S. Bureau of Reclamation, Dept. of Interior, Denver, Colo.
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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.