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Investigation on slenderness ratios of built-up compression members

Authors :
Liu, Jui-Ling
Lue, Dung M.
Lin, Ching H.
Source :
Journal of Constructional Steel Research. Jan2009, Vol. 65 Issue 1, p237-248. 12p.
Publication Year :
2009

Abstract

Abstract: This study provides a direct experimental verification of the AISC slenderness ratio formulas for built-up compressive members. The comparison on various code-specified slenderness ratios or provisions, which used in the AISC-ASD, AISC-LRFD, AS-4100, and CSA S16-01, are presented. The 0.75 rule, which states that the slenderness ratio of component element of built-up member should not exceed three-fourths times the governing slenderness ratio of built-up member, seems justified according to the tests. The governing slenderness ratio of built-up member could be either the modified or the unmodified one — as specified in the AISC Specifications. The test results indicate that the built-up members with component slenderness ratio of 0.75 to 1.0 times the governing slenderness ratio (modified or unmodified) could also furnish a quite encouraging design outcome. The use of separation ratio in built-up compression members results in the decrease of design strength when compared to one with no use of separation ratio. [Copyright &y& Elsevier]

Details

Language :
English
ISSN :
0143974X
Volume :
65
Issue :
1
Database :
Academic Search Index
Journal :
Journal of Constructional Steel Research
Publication Type :
Academic Journal
Accession number :
35505752
Full Text :
https://doi.org/10.1016/j.jcsr.2008.02.012