Commentary on Safety Factors in Plastic Designby Burl R. Richardson,
Serial Information: Journal of the Construction Division, 1976, Vol. 102, Issue 4, Pg. 683-684
Document Type: Journal Paper
Abstract: Published specifications, design tables and texts have made plastic design of steel structures a standard practice for many structural engineers. Utilizing the ductility of steel in the stress range between yielding and strain hardening, the analysis of a continuous structure can be simplified to a problem of statics by assuming that, at ultimate load, the structure is composed of a system of simple beams spanning between plastic hinges, when such hinges have formed simultaneously or progressively in an ideally proportioned structure. Such a system is called a collapse mechanism. The ultimate load, or collapse load, is obtained by multiplying the service load by a load factor equal to the desired safety factor.
Subject Headings: Steel structures | Failure loads | Plastic design | Continuous structures | Service loads | Ultimate loads | Stress analysis |
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