dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorFaria, Obede Borges
dc.creatorSilva, Diogo Aparecido Lopes
dc.creatorLahr, Francisco Antonio Rocco
dc.creatorChahud, Eduardo
dc.creatorVaranda, Luciano Donizete
dc.date2016-03-02T12:59:34Z
dc.date2016-10-25T21:31:46Z
dc.date2016-03-02T12:59:34Z
dc.date2016-10-25T21:31:46Z
dc.date2012
dc.date.accessioned2017-04-06T10:00:57Z
dc.date.available2017-04-06T10:00:57Z
dc.identifierEuropean International Journal of Science and Technology, v. 1, n. 2, p. 11-22, 2012.
dc.identifier2178-2413
dc.identifierhttp://hdl.handle.net/11449/135053
dc.identifierhttp://acervodigital.unesp.br/handle/11449/135053
dc.identifier2435383614704158
dc.identifier2333091200416653
dc.identifierhttp://www.cekinfo.org.uk/images/frontImages/gallery/Vol._1_No._2_/2.pdf
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/945564
dc.descriptionPeriodically, when necessary, standard documents are revised in order to analyze inconsistencies and to include considerations according new realities verified. In this sense, aiming to quantify the wood moisture content influence on modulus of elasticity, it was applied tension tests parallel to the grain for six specimens of different strength classes of wood, considering nominal moisture of 12, 20, 25, and 30% in Brazil. The present paper examine the adequacy of the current Brazilian standard ABNT NBR7190:1997, in review, about the adoption of a first degree equation to describe the influence of wood moisture content for timber structures design. It was obtained a new first degree equation which leads to statically equivalent estimations when compared with results by ABNT NBR7190:1997 equation. However, as recommendations it could be maintain the current expression for the next text of the referred document review, without prejudice to statistical significance of the estimates.
dc.languageeng
dc.relationEuropean International Journal of Science and Technology
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectTimber structures design
dc.subjectWood moisture content
dc.subjectModulus of elasticity
dc.subjectTension parallel to the grain
dc.titleInfluence of wood moisture content on modulus of elasticity on tension paralllel to the grain of brasilian species
dc.typeOtro


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