Longitudinally Reinforced Cold-Formed Steel Beam Webs

by Richard P. Nguyen, (A.M.ASCE), Sr. Struct. Engr.; Black & Veatch Consulting Engrs., Kansas City, Mo.,
Wei-Wen Yu, (F.ASCE), Prof. of Civ. Engrg.; Univ. of Missouri-Rolla, Rolla, Mo.,


Serial Information: Journal of the Structural Division, 1982, Vol. 108, Issue 11, Pg. 2432-2442


Document Type: Journal Paper

Abstract: In cold-formed steel structures, the bending strength of beams can be improved by adding longitudinal stiffeners to web elements. This study deals with the required minimum rigidity of the longitudinal stiffeners and the ultimate bending capacity of cold-formed steel beams having adequately stiffened webs.

Subject Headings: Cold-formed steel | Steel beams | Stiffening | Web beams | Webs (structure) | Steel structures | Structural strength | Bending (structural)

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