Title:
Design of Columns Subjected to Biaxial Bending
Author(s):
John F. Fleming and Stuart D. Werner
Publication:
Journal Proceedings
Volume:
62
Issue:
3
Appears on pages(s):
327-342
Keywords:
biaxial bending, column, design, tied column, ultimate strength
DOI:
10.14359/7697
Date:
3/1/1965
Abstract:
A simplified ultimate strength method of design for columns subjected to bending about both principal axes is presented. A set of nondimensional design curves for one particular section geometry is given for commonly encoun-tered values of steel percentage, concrete strength, and steel yield stress. The use of these curves is demonstrated by several design examples.