Flexural Strength for General Lateral–Torsional Buckling
Publication: Journal of Structural Engineering
Volume 133, Issue 5
Abstract
The lateral–torsional buckling behavior of general prismatic and tapered steel members with doubly and singly symmetric sections are investigated based on the general forms of differential equilibrium equations for minor-axis bending and torsion. Fundamental lateral–torsional buckling moments are derived for general tapered steel members that are in forms similar to those for prismatic members. The factor accounting for the effects of level loading application is derived and incorporated into the moment diagram modification factor that is generalized for the prismatic and tapered steel members. American Institute of Steel Construction-type equations for calculating the inelastic lateral–torsional capacity are proposed by using straight-line transition, and limiting unbraced member lengths are explicitly derived. The analytical procedure presented can give reasonable results with consistent accuracy for general design consideration and follows the same philosophy as for prismatic doubly symmetric wide-flange design rules. The proposed procedure is user friendly for structural design.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was conducted with financial support and technical assistance from Peter Sheffield and Associates, Ltd. The support and assistance are gratefully acknowledged.
References
AISC. (1989a). Specification for structural steel building—Allowable stress design and plastic design, Chicago.
AISC. (1989b). Commentary on the specification for structural steel building—Allowable stress design and plastic design, Chicago.
AISC. (2002a). Manual of steel construction: Load and resistance factor design specification for structural steel building, Chicago.
AISC. (2002b). Manual of steel construction: Commentary on the load and resistance factor design specification for structural steel building, Chicago.
Galambos, T. V. (1998). Guide to stability design criteria for metal structures, Wiley, New York.
Galambos, T. V. (2001). “Strength of singly symmetric I-shaped beam columns.” AISC Eng. J., 38(2), 65–77.
Kitipornchai, S., and Traihair, N. S. (1975). “Elastic behavior of tapered monosymmetric I-beams.” J. Struct. Div., 108 (8) 1661–1678.
Kitipornchai, S., and Traihair, N. S. (1980). “Buckling properties of monosymmetric I-beams.” J. Struct. Div., 106 (5) 941–958.
Lee, G. C., Morrell, M. L., and Ketter, R. L. (1972). “Design of tapered members.” Welding Research Council Bulletin No. 173, Welding Research Council, New York.
Polyzois, D., and Raftoyiannis, I. G. (1998). “Lateral–torsional stability of steel web-tapered I-beams.” J. Struct. Eng., 124 (10), 1208–1216.
Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability, McGraw-Hill, New York.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Nov 30, 2005
Accepted: Oct 26, 2006
Published online: May 1, 2007
Published in print: May 2007
Notes
Note. Associate Editor: Keith D. Hjelmstad
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.