Brief Report
Oct 1974
Column Moments in Eccentrically Supported Tanks
Publication: Journal of the Structural Division
Volume 100, Issue 10
Abstract
Elevated tanks are frequently supported on a series of equispaced columns that are directly attached to the shell wall. The connection of the column to the shell wall is often eccentric with respect to the middle surface of the shell. The purpose of this note is to present a method whereby the equilibrated moment in the connection is evaluated by considering the relative stiffness of the columns and the shell wall. A case study of a steel tank filled with water is considered.
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Published In
Journal of the Structural Division
Volume 100 • Issue 10 • October 1974
Pages: 2165 - 2169
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Oct 1974
Published online: Feb 1, 2021
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Authors
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Phillip L. Gould, M.ASCE
Prof., Dept. of Civ. Engrg., Washington Univ., St. Louis, Mo.
Subir K. Sen, AM.ASCE
Engr., Bechtel Power Corp., Ann Arbor, Mich.; formerly, Postdoctoral Fellow, Washington Univ., St. Louis, Mo.
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Save for later Item saved, go to cart Information on ASCE Library Cards
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.