TECHNICAL NOTE
Sep 1, 1993

Optimum Design of Unstiffened Built‐Up Girders

Publication: Journal of Structural Engineering
Volume 119, Issue 9

Abstract

An optimization process for the design of unstiffened built‐up beams is presented. The process is an alternative to the Holt and Heithecker method. The proposed method is simple and straightforward, and can be used without the use of a computer program. A computer program for the method, however, is easily developed. The method is a useful tool for steel‐structure designers as an alternative to the Holt and Heithecker method or as a complement, to check results.

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References

1.
Holt, E. C., and Heithecker, G. L. (1969). “Minimum weight proportions for steel girders.” J. Struct. Div., ASCE, 95(10), 2205–2217.
2.
Kuzmanovic, B. O., and Wilkins, N. (1978). Steel design for structural engineers, 2nd Ed., Prentice‐Hall, Englewood Cliffs, N.J.
3.
“Specification for design, fabrication, and erection of structural steel for building.” (1981). Manual of Steel Construction, 8th Ed., American Institute of Steel Construction, Chicago, Ill., 5.22–5.34.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 9September 1993
Pages: 2784 - 2792

History

Received: Aug 15, 1991
Published online: Sep 1, 1993
Published in print: Sep 1993

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Tam Ha
Civ. Engrg. Assoc., Proj. Mgmt. Div., Bureau of Engrg., Dept. of Pub. Works, City of Los Angeles, 650 S. Spring St., Room 685, Los Angeles, CA 90014

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