Title:
Capacity of Restrained Eccentrically Loaded Long Columns
Author(s):
Alfred L. Parme
Publication:
Symposium Paper
Volume:
13
Issue:
Appears on pages(s):
325-367
Keywords:
DOI:
10.14359/16766
Date:
1/1/1966
Abstract:
Design aids presented here for restrained, eccentrically loaded slender columns reduce the time required for stability analysis to a practical level, thus enabling the designer to take advantage of stability analysis in cases where the Code reduction formulas prove overly conservative. Ultimate column loads calculated using these design tables show excellent agreement with test results reported in four independently conducted studies.