Resistência de ligações com parafuso passante com porca e arruela em madeira

dc.contributorGóes, Jorge Luís Nunes de
dc.creatorLeutner, Aline Marques
dc.date.accessioned2020-11-09T20:26:23Z
dc.date.accessioned2022-12-06T14:49:24Z
dc.date.available2020-11-09T20:26:23Z
dc.date.available2022-12-06T14:49:24Z
dc.date.created2020-11-09T20:26:23Z
dc.date.issued2013-09-03
dc.identifierLEUTNER, Aline Marques. Resistência de ligações com parafuso passante com porca e arruela em madeira. 2013. 127 f. Trabalho de Conclusão de Curso (Graduação) – Universidade Tecnológica Federal do Paraná, Campo Mourão, 2013.
dc.identifierhttp://repositorio.utfpr.edu.br/jspui/handle/1/6232
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5256434
dc.description.abstractThe construction of timber structures generally requires joints between the parts that compose them. These joints must ensure security and durability to the structure and be compatible with the evaluated mechanical requests. The equations to the calculation of resistance to joints with steel dowels used in Review NBR 7190 (2012) and EUROCODE 5 (2004) are based upon a theory developed by Johansen (1949),but the Brazilian standard used simplifications. The Review NBR 7190 (2012) criterion for the design of joints for bolts leads to the increase of element number in the joint in relation to the observed one in the EUROCODE 5. In this argument, the objective of this work is the theoretical analysis of the design method results of the Review NBR 7190 (2012) compared to EUROCODE 5 (2004).
dc.publisherUniversidade Tecnológica Federal do Paraná
dc.publisherCampo Mourao
dc.subjectLigações parafusadas
dc.subjectParafusos e porcas
dc.subjectMecânica
dc.subjectMadeira
dc.subjectBolted joints
dc.subjectBolts and nuts
dc.subjectMechanics
dc.subjectWood
dc.titleResistência de ligações com parafuso passante com porca e arruela em madeira
dc.typebachelorThesis


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