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dc.creatorPecić, Nenad
dc.creatorMarinković, Snežana
dc.date.accessioned2019-04-19T14:17:53Z
dc.date.available2019-04-19T14:17:53Z
dc.date.issued2011
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/421
dc.description.abstractPaper deals with problems arising from application of the EN 1992-1-1:2004 deflection control clauses. Remarks are addressed both to the instructions for a rigorous method and to the simplified procedure for an indirect check of deflections. It is shown that EC2 span-to-depth ratio limits for indirect check are evaluated for an inappropriate quasi-permanent to ultimate load ratio. The same procedure is adopted in the First complete draft of the fib Model Code 2010. Besides, calculated deflections of the statically indeterminate concrete elements are affected by the redistribution of bending moments caused by cracking, creep and shrinkage of concrete. Use of a moment diagram based on the gross-concrete section may divert the result of rigorous method in a large amount. In such cases, the effort involved with rigorous method is not justified by the quality of obtained result. The results of both procedures are analyzed on numerical examples.en
dc.publisherCzech Concrete Society
dc.rightsrestrictedAccess
dc.sourceFib Symposium Prague 2011: Concrete Engineering for Excellence and Efficiency, Vols 1 and 2
dc.subjectconcreteen
dc.subjectdeflection controlen
dc.subjectmoment redistributionen
dc.subjectEurocode 2en
dc.subjectMC 2010en
dc.titleDesign aspects of Eurocode 2 methods for deflection controlen
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage198
dc.citation.other: 195-198
dc.citation.spage195
dc.identifier.rcubconv_1855
dc.identifier.scopus2-s2.0-85015308273
dc.identifier.wos000391516400032
dc.type.versionpublishedVersion


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