End fixity in cold-formed steel sections using press joining

R. F. Pedreschi*, B. P. Sinha, R. J. Davies

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

Connections in cold-formed steel structures using multiple press joins can develop moment resistance. This paper describes and presents the results of a series of tests on cold-formed steel C sections with multiple press joined connections. The experimental results are compared with similar tests on simply supported and pinned end connected beams and the degree of partial fixity is assessed. The failure load can be predicted using plastic analysis techniques.

Original languageEnglish
Pages (from-to)257-271
Number of pages15
JournalThin-Walled Structures
Volume29
Issue number1-4
Publication statusPublished - 1 Sep 1997

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