Research Article
Jan 1951
Effect of Skew Angle on Rigid-Frame Reactions
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 116, Issue 1
Abstract
Modern high-speed traffic requires grade-separation structures that conform to essential road alinement. The two-hinged, rigid-frame bridge is highly regarded for such use; but, because of past failures, some doubt exists as to the applicability of the skewed type of structure. The investigation on which this paper is based was made to confirm the validity of the analytical method of solution for reactive forces in a skewed structure with models. The variation of these forces was studied for a complete range of skew angles.
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© 1951 American Society of Civil Engineers.
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Published in print: Jan 1951
Published online: Feb 10, 2021
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Walter C. Boyer, J.ASCE
Asst. Prof., Civ. Eng., The Johns Hopkins Univ., Baltimore, Md.
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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.