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.