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- Publisher Website: 10.1061/(ASCE)0733-9445(2003)129:8(1003)
- Scopus: eid_2-s2.0-10844292803
- WOS: WOS:000184243800001
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Article: Cold-formed steel channels subjected to concentrated bearing load
Title | Cold-formed steel channels subjected to concentrated bearing load |
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Authors | |
Keywords | Bearing Capacity Cold-Formed Steel Reliability Analysis Structural Design |
Issue Date | 2003 |
Publisher | American 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? |
Abstract | A 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 Identifier | http://hdl.handle.net/10722/150263 |
ISSN | 2023 Impact Factor: 3.7 2023 SCImago Journal Rankings: 1.360 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
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dc.contributor.author | Young, B | en_US |
dc.contributor.author | Hancock, GJ | en_US |
dc.date.accessioned | 2012-06-26T06:02:50Z | - |
dc.date.available | 2012-06-26T06:02:50Z | - |
dc.date.issued | 2003 | en_US |
dc.identifier.citation | Journal Of Structural Engineering, 2003, v. 129 n. 8, p. 1003-1010 | en_US |
dc.identifier.issn | 0733-9445 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150263 | - |
dc.description.abstract | A 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.language | eng | en_US |
dc.publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html | en_US |
dc.relation.ispartof | Journal of Structural Engineering | en_US |
dc.subject | Bearing Capacity | en_US |
dc.subject | Cold-Formed Steel | en_US |
dc.subject | Reliability Analysis | en_US |
dc.subject | Structural Design | en_US |
dc.title | Cold-formed steel channels subjected to concentrated bearing load | en_US |
dc.type | Article | en_US |
dc.identifier.email | Young, B:young@hku.hk | en_US |
dc.identifier.authority | Young, B=rp00208 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2003)129:8(1003) | en_US |
dc.identifier.scopus | eid_2-s2.0-10844292803 | en_US |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-10844292803&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 129 | en_US |
dc.identifier.issue | 8 | en_US |
dc.identifier.spage | 1003 | en_US |
dc.identifier.epage | 1010 | en_US |
dc.identifier.isi | WOS:000184243800001 | - |
dc.publisher.place | United States | en_US |
dc.identifier.scopusauthorid | Young, B=7402192398 | en_US |
dc.identifier.scopusauthorid | Hancock, GJ=7102177062 | en_US |
dc.identifier.issnl | 0733-9445 | - |