Title:
Ultimate Strength of Columns with Biaxially Eccentric Loads
Author(s):
John L. Meek
Publication:
Journal Proceedings
Volume:
60
Issue:
8
Appears on pages(s):
1053-1064
Keywords:
DOI:
10.14359/7890
Date:
8/1/1963
Abstract:
Studies rectangular columns loaded axially with bending moments about both principal axes. A theoretical contour line of the interaction surface for a particular column was calculated and compared with the contour line obtained experimentally. Tests of nine columns are reported with the theoretical results proving to be a good indication of column strengths. A method is suggested that may result in a satisfactory approximation to any interaction surface.