Design of Unsymmetrical Reinforced Concrete Sections

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Title: Design of Unsymmetrical Reinforced Concrete Sections

Author(s): A. Siev

Publication: Journal Proceedings

Volume: 56

Issue: 4

Appears on pages(s): 1059-1070

Keywords: none

Date: 4/1/1960

Abstract:
Reasons for loading these beams in the plane of the major principal axis are discussed. A method for determining this axis for unsymmetrically reinforced concrete sections in cracked-elastic and cracked-plastic stages is pre-sented. Design equations are derived, followed by an example problem.