TECHNICAL PAPERS
Feb 1, 2006

Design of Circular Base Plates

Publication: Practice Periodical on Structural Design and Construction
Volume 11, Issue 1

Abstract

Circular base plates are commonly used for pipe columns, such as pylons in cable-stayed bridges, lighting poles, and electric power line posts. Although the explicit solutions for rectangular base plates can be found in many textbooks and AISC design procedures for base plates, a complete design procedure for circular base plates under different loading conditions has not been documented except for a large eccentric load. In this paper, a complete allowable stress design procedure is presented for circular base plates with axial loads, small eccentric loads, and moderate eccentric loads. Several design examples are shown for different loading conditions.

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References

American Institute of Steel Construction (AISC). (1989). Manual of steel construction-ASD. 9th Ed., Chicago.
American Institute of Steel Construction (AISC). (1990). “Column base plates.” Steel design guide series, Chicago.
Liu, D. (2004). “Circular base plates with large eccentric loads.” Pract. Period. Struct. Des. Constr., 9(3), 142–146.
Swokowski, E. W. (1983). Calculus with analytic geometry, alternate Ed., Prindle, Weber, and Schmidt, Boston.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 11Issue 1February 2006
Pages: 13 - 19

History

Received: Jan 24, 2005
Accepted: Apr 24, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006

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Authors

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Dajin Liu
Senior Structural Engineer, Parsons, 10 South Riverside Plaza, Suite 400, Chicago, IL 60606.

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