Tentative load and resistance factor design criteria for steel beam-columns

Author

M. K. Ravindra
Theodore V. Galambos

Alternative Title

Research report no. 32

Abstract

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.

Department(s)

Civil, Architectural and Environmental Engineering

Sponsor(s)

Department of Civil Engineering, Washington University

Research Center/Lab(s)

Wei-Wen Yu Center for Cold-Formed Steel Structures

Publication Date

01 Oct 1974

Document Version

Final Version

Document Type

Technical Report

File Type

text

Language(s)

English

Recommended Citation

Ravindra, M. K. and Galambos, Theodore V., "Tentative load and resistance factor design criteria for steel beam-columns" (1974). CCFSS Library (1939 - present). 26.
https://scholarsmine.mst.edu/ccfss-library/26