Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/17359
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dc.contributor.authorBaptista, A. M.pt_BR
dc.contributor.authorMuzeau, J. P.pt_BR
dc.date.accessioned2009-11-25T16:33:01Zpt_BR
dc.date.accessioned2010-04-22T15:21:36Zpt_BR
dc.date.accessioned2014-10-09T14:55:42Zpt_BR
dc.date.accessioned2017-04-13T11:25:08Z-
dc.date.available2009-11-25T16:33:01Zpt_BR
dc.date.available2010-04-22T15:21:36Zpt_BR
dc.date.available2014-10-09T14:55:42Zpt_BR
dc.date.available2017-04-13T11:25:08Z-
dc.date.issued2007-12-14pt_BR
dc.identifier.urihttp://repositorio.lnec.pt:8080/jspui/handle/123456789/17359-
dc.description.abstractThis paper presents some detailed information about the reserve of the resistance capacity of the various series of I-sections used in steel construction, according to the European, American, British and Japanese standards, when bent about their strong or weak axes. A brief discussion is also presented about the existence of a geometrical configuration that minimises the reserve of the cross-section plastic resistance in bending about the strong axis, with or without a combined axial force.pt_BR
dc.format.extent6253 bytespt_BR
dc.format.mimetypeapplication/pdfpt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectSteel sectionspt_BR
dc.subjectPlastic designpt_BR
dc.subjectShape factorpt_BR
dc.subjectPlastic momentpt_BR
dc.subjectStrong axispt_BR
dc.subjectWeak axispt_BR
dc.titlePlastic reserve capacity of hot-rolled steel sectionspt_BR
dc.typearticlept_BR
dc.identifier.localedicaoLiège, Belgiumpt_BR
dc.description.figures12pt_BR
dc.description.tables2pt_BR
dc.description.pages177-186pt_BR
dc.identifier.seminarioRENE MAQUOI 65th BIRTHDAY ANNIVERSARYpt_BR
dc.identifier.localLiège, Belgiumpt_BR
dc.description.year2007pt_BR
dc.description.data14 de Dezembropt_BR
Appears in Collections:DE/NCE - Comunicações a congressos e artigos de revista

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