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

Research Center/Laboratory(s)

Wei-Wen Yu Center for Cold-Formed Steel Structures

Sponsor(s)

Department of Civil Engineering, Washington University

Publisher

Unknown

Publication Date

10-1-1974

Document Version

Final Version

Document Type

Report - Technical

File Type

text

Language

English


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