Simplification of Design by Ultimate Strength Procedures

by Phil M. Ferguson,


Serial Information: Transactions of the American Society of Civil Engineers, 1958, Vol. 123, Issue 1, Pg. 602-628


Document Type: Journal Paper

Abstract:

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: Beam columns | Joints | Structural strength | Ultimate strength

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