Engineering Journal
Stress Reduction Factor for Unsupported Lengths
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Stress Reduction Factor for Unsupported Lengths
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Roy, Ranjit (1981). "Stress Reduction Factor for Unsupported Lengths," Engineering Journal, American Institute of Steel Construction, Vol. 18, pp. 60-61.
The AISC Specification1 allows Fb = 0.66Fy for structural shapes meeting the compact criteria of Sect. 1.5.1.4.1, when loaded in the plane of their minor axis. A reduced bending stress, Fb = 0.6Fy, is allowed for shapes failing to meet the compactness criteria. The above allowable values require that the compression flange be braced at a maximum interval of lengths as determined by the smaller value obtained from the expressions described in this paper.
- Published: 1981, Quarter 2
Author(s)
Ranjit Roy