LRFD Criteria for Plate Girders

by Peter B. Cooper, (F.ASCE), Prof.; Dept. of Civ. Engrg., Kansas State Univ., Manhattan, Kans.,
Mayasandra K. Ravindra, (M.ASCE), Sr. Engrg. Analyst; Sargent and Lundy, Chicago, Ill.; formerly, Research Asst. Prof., Civ. Engrg. Dept., Washington Univ., St. Louis, Mo.,
Theodore V. Galambos, (F.ASCE), Prof. and Chmn.; Civ. Engrg. Dept., Washington Univ., St. Louis, Mo.,


Serial Information: Journal of the Structural Division, 1978, Vol. 104, Issue 9, Pg. 1389-1407


Document Type: Journal Paper

Discussion: Ting Raymond M.L. (See full record)
Closure: (See full record)

Abstract: Load and Resistance Factor Design criteria are presented for transversely stiffened steel plate girders in buildings. Resistance factors and expressions for nominal resistance are developed for plate girders in flexure, shear, and combined flexure and shear. The resistance factors are derived from first-order probabilistic considerations.

Subject Headings: Load and resistance factor design | Plate girders | Shear resistance | Building design | Steel plates | Stiffening | Probability

Services: Buy this book/Buy this article

 

Return to search