Research report no. 32
Nominal design equations and reai•tance factors are developed for steel beam-columns as part of Load and Resistance Factor Design criteria for steel buildings. The resistance factors are derived from principles of first-order probability theory using calibration to present designs.
Civil, Architectural and Environmental Engineering
Wei-Wen Yu Center for Cold-Formed Steel Structures
Department of Civil Engineering, Washington University
Report - Technical
Ravindra, M. K. and Galambos, Theodore V., "Tentative load and resistance factor design criteria for steel beam-columns" (1974). Center for Cold-Formed Steel Structures Library. 26.