Design of Columns Subjected to Biaxial Bending

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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

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.