Published Resources Details

Journal Article

Author
Trahair, N. S.
Title
Lateral buckling design strength of steel beams
In
Transactions of the Institution of Engineers, Australia: Civil Engineering
Imprint
vol. CE26, no. 4, Nov 1984, pp. 319-326
Description

Paper C1523

[This paper was awarded the R. W. Chapman Medal 1984]

Abstract

Present methods of designing steel beams against lateral buckling are either so simple that many important effects are crudely approximated or omitted, or else require a very good knowledge of buckling research. In this paper, proposals are made of new design methods, which include an intermediate level of simplification. This intermediate level is based on the use of tabulated approximations to the elastic buckling resistance of beams under a wide range of load, support and restraint conditions. The resulting estimates form good approximations for the design strengths. The proposed methods are compared with present design rules.

See also

EOAS ID: bib/ASBS18582.htm

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