File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Cold-formed steel channels subjected to concentrated bearing load

TitleCold-formed steel channels subjected to concentrated bearing load
Authors
KeywordsBearing Capacity
Cold-Formed Steel
Reliability Analysis
Structural Design
Issue Date2003
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering, 2003, v. 129 n. 8, p. 1003-1010 How to Cite?
AbstractA test program on cold-formed steel channels subjected to concentrated bearing load is presented in this paper. The web slenderness values of the channel specimens ranged from comparatively stocky webs of 15.3 to relatively more slender webs of 62.7. The tests were performed under end and interior loading conditions. The test setup was different from the one specified in the North American Specification and the Australian/New Zealand Standard for cold-formed steel structures where the loading support is assumed free to rotate in the plane of the beam. The test specimens were seated on a fixed flat solid steel base plate, and a concentrated load was applied through a bearing plate to the top flange of the channels. The test setup simulates a floor joist member subjected to concentrated load. The test strengths are compared with the design strengths obtained using the North American Specification and the Australian/New Zealand Standard. It is concluded that the design strengths predicted by the North American Specification are generally conservative for end-two-flange and interior-two-flange loadings, and these design rules are shown to be reliable using reliability analysis. However, the design strengths predicted by the Australian/New Zealand Standard, that is similar to the American Iron and Steel Institute Specification, are generally unconservative.
Persistent Identifierhttp://hdl.handle.net/10722/150263
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_US
dc.contributor.authorHancock, GJen_US
dc.date.accessioned2012-06-26T06:02:50Z-
dc.date.available2012-06-26T06:02:50Z-
dc.date.issued2003en_US
dc.identifier.citationJournal Of Structural Engineering, 2003, v. 129 n. 8, p. 1003-1010en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/150263-
dc.description.abstractA test program on cold-formed steel channels subjected to concentrated bearing load is presented in this paper. The web slenderness values of the channel specimens ranged from comparatively stocky webs of 15.3 to relatively more slender webs of 62.7. The tests were performed under end and interior loading conditions. The test setup was different from the one specified in the North American Specification and the Australian/New Zealand Standard for cold-formed steel structures where the loading support is assumed free to rotate in the plane of the beam. The test specimens were seated on a fixed flat solid steel base plate, and a concentrated load was applied through a bearing plate to the top flange of the channels. The test setup simulates a floor joist member subjected to concentrated load. The test strengths are compared with the design strengths obtained using the North American Specification and the Australian/New Zealand Standard. It is concluded that the design strengths predicted by the North American Specification are generally conservative for end-two-flange and interior-two-flange loadings, and these design rules are shown to be reliable using reliability analysis. However, the design strengths predicted by the Australian/New Zealand Standard, that is similar to the American Iron and Steel Institute Specification, are generally unconservative.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_US
dc.relation.ispartofJournal of Structural Engineeringen_US
dc.subjectBearing Capacityen_US
dc.subjectCold-Formed Steelen_US
dc.subjectReliability Analysisen_US
dc.subjectStructural Designen_US
dc.titleCold-formed steel channels subjected to concentrated bearing loaden_US
dc.typeArticleen_US
dc.identifier.emailYoung, B:young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1061/(ASCE)0733-9445(2003)129:8(1003)en_US
dc.identifier.scopuseid_2-s2.0-10844292803en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-10844292803&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume129en_US
dc.identifier.issue8en_US
dc.identifier.spage1003en_US
dc.identifier.epage1010en_US
dc.identifier.isiWOS:000184243800001-
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.scopusauthoridHancock, GJ=7102177062en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats