Research Article
Nov 1980
Column Base Plates with Axial Loads and Moments
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 106, Issue 11
Abstract
The results are presented for an experimental and analytical study of steel column base plates subject to axial loads and moments. A total of 16 tests were made in which the variables were the anchor bolt size, the base plate thickness, and the ratio of moment to axial load. The results of these tests were used to review the two methods of design presently used, one based on the behavior at working load, and one based on the failure load. Both generally produced reasonable predictions of the capacity for the range of variables in this study. The investigation has demonstrated the need for limits of applicability for the two design methods.
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Information
Published In
Journal of the Structural Division
Volume 106 • Issue 11 • November 1980
Pages: 2167 - 2184
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Nov 1980
Published online: Feb 1, 2021
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Authors
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John T. DeWolf, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Connecticut, Storrs, Conn.
Edward F. Sarisley, AM.ASCE
Struct. Engr., C.E. Maguire, Inc., New Britain, Conn.; formerly, Grad. Student, Dept. of Civ. Engrg., Univ. of Connecticut, Storrs, Conn.
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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.