TECHNICAL NOTES
Nov 1, 1998

Effective Torsional Constant for Restrained Open Section

Publication: Journal of Structural Engineering
Volume 124, Issue 11

Abstract

A simple, easy-to-apply effective torsional constant for the rotational stiffness of a restrained open section was developed. This effective torsional constant takes both the pure torsion and the warping torsion into acccount. The final result is a simple formula for a modified torsional constant, which is in terms of unbraced length and can be easily calculated. The constant then can be used for any generic finite-element structural analysis program.

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References

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 124Issue 11November 1998
Pages: 1363 - 1365

History

Published online: Nov 1, 1998
Published in print: Nov 1998

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Authors

Affiliations

Maged I. Elhelbawey
Proj. Mgr., SK&A, P.A., Washington, DC 20036; formerly, Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742.
Chung C. Fu
Dir. and Affiliate Assoc. Prof., BEST Ctr., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD.

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