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
DOI:
10.14359/8130
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.