DISCUSSIONS AND CLOSURES
Jul 15, 2004

Discussion of “Universal Column Formula” by Burl E. Dishongh

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Publication: Practice Periodical on Structural Design and Construction
Volume 9, Issue 3
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References

American Institute of Steel Construction, Inc. (1989). Specification for structural steel buildings—allowable stress design and plastic design, Chicago.
American Institute of Steel Construction, Inc. (2000). LFRD specification for structural steel buildings, Chicago.
Galambos, T. V. (1998). Guide to stability design criteria for metal structures, 5th Ed., Wiley, New York.
Johnston, B. G. (1976). Guide to stability design criteria for metal structures, 3rd Ed., Wiley, New York.
Tide, R. H. R. (1985). “Reasonable column design equations.” Proc., Annual Technical Session of Structural Stability Research Council, Bethlehem, Pa.
Tide, R. H. R. (2001). “Derivation of the LRFD column design equations—a technical note.” Eng. J., 38(3).

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 9Issue 3August 2004
Pages: 176

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Published online: Jul 15, 2004
Published in print: Aug 2004

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Raymond H. R. Tide, F.ASCE
DSc, S.E., Wiss, Janney, and Elstner Associates, Inc., 330 Pfingsten Rd., Northbrook, IL 60062.

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