dc.contributor.author | Teh, LH | |
dc.contributor.author | Gilbert, BP | |
dc.contributor.editor | R.A. LaBoube, W-W Yu | |
dc.date.accessioned | 2017-10-03T12:30:50Z | |
dc.date.available | 2017-10-03T12:30:50Z | |
dc.date.issued | 2014 | |
dc.identifier.uri | http://hdl.handle.net/10072/163329 | |
dc.description.abstract | This paper summarises and re-examines the authors’ previous research results
concerning the tensile rupture resistance of cold-formed steel bolted connections
in a flat sheet, in a channel’s web, and in one leg of an angle section. Staggered
bolted connections are also included. The fundamental shortcomings of the
design equations given in the 2012 North American Specification for the Design
of Cold-formed Steel Structural Members are described, and the alternative
design equations proposed by the authors are shown. The alternative equations
are checked against laboratory test results obtained by the authors and other
researchers where the bolts had not been snug-tightened and the failure modes
were correctly identified. The reliability analyses previously carried out by the
authors are repeated using additional test data and the statistical data provided in
the current North American specification. A uniform resistance factor of 0.70 is
recommended for all the proposed equations for determining the tensile rupture
resistance of bolted connections in cold-formed steel members. | |
dc.description.peerreviewed | Yes | |
dc.language | English | |
dc.publisher | No data provided | |
dc.publisher.uri | http://ccfssonline.org/international-specialty-conference/ | |
dc.relation.ispartofconferencename | CCFSS 2014 | |
dc.relation.ispartofconferencetitle | 22nd International Specialty Conference on Recent Research and Developments in Cold-Formed Steel Design and Construction | |
dc.relation.ispartofdatefrom | 2014-11-05 | |
dc.relation.ispartofdateto | 2014-11-06 | |
dc.relation.ispartoflocation | St. Louis, Missouri, United States | |
dc.relation.ispartofpagefrom | 713 | |
dc.relation.ispartofpageto | 727 | |
dc.subject.fieldofresearch | Structural engineering | |
dc.subject.fieldofresearchcode | 400510 | |
dc.title | Design equations for tensile rupture resistance of bolted connections in cold-formed steel members | |
dc.type | Conference output | |
dc.type.description | E1 - Conferences | |
dc.type.code | E - Conference Publications | |
dc.description.version | Version of Record (VoR) | |
gro.rights.copyright | © The Author(s) 2014. The attached file is reproduced here in accordance with the copyright policy of the publisher. For information about this conference please refer to the conference’s website or contact the authors. | |
gro.hasfulltext | Full Text | |
gro.griffith.author | Gilbert, Benoit | |