Simplification of Design by Ultimate Strength Procedures

by P.M. Ferguson,

Serial Information: Journal of the Structural Division, 1956, Vol. 82, Issue 4, Pg. 1-25

Document Type: Journal Paper


Based on .956 Report of ASCE-ACI Joint Committee on Ultimate Strength Design and upon use of rectangular stress block, design procedures for beams and columns are developed; although use of design charts is recommended, it is shown that most calculations are simple and practical without such aids; design procedures are, moreover, simpler than present working stress methods.

Subject Headings: Ultimate strength | Beam columns | Joints | Structural strength

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