Research Article
Jan 1958
Anchorages for Large Tainter Gates
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 123, Issue 1
Abstract
Novel-type anchorages, whose distinguishing features and economy derive from (a) a single tie girder placed centrally within the spillway pier; (b) a single anchor at the upstream end of the girder; and (c) the downstream end, which is in a concentric grouping with the inclined side arms of adjacent tainter gates, are reviewed and compared with the conventional type.
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Published In
Transactions of the American Society of Civil Engineers
Volume 123 • Issue 1 • January 1958
Pages: 409 - 416
Copyright
© 1958 American Society of Civil Engineers.
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Published in print: Jan 1958
Published online: Feb 10, 2021
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Authors
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Alexander H. Kenigsberg, M.ASCE
Civ. and Structural Engr., Nashville Dist., Corps of Engrs., U. S. Dept. of the Army, Nashville, Tenn.
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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.