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Publicação:
Influence of Roof Slope on Timber Consumption in Plane Trusses Design

dc.contributor.authorFraga, Iuri Fazolin
dc.contributor.authorMorato de Moraes, Matheus Henrique
dc.contributor.authorMenezes, Isabella Silva
dc.contributor.authorArroyo, Felipe Nascimento
dc.contributor.authorBoff de Almeida, Joao Paulo
dc.contributor.authorCastanheira Rodrigues, Edson Fernando
dc.contributor.authorMascarenhas, Fernando Resende
dc.contributor.authorMoura Aquino, Vinicius Borges de
dc.contributor.authorMello Silva, Sergio Augusto [UNESP]
dc.contributor.authorRocco Lahr, Francisco Antonio
dc.contributor.authorPereira, Wanderlei Malaquias
dc.contributor.authorChristoforo, Andre Luis
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.contributor.institutionFed Univ South & Southeast Para
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionGoias Fed Univ
dc.date.accessioned2022-04-28T17:23:07Z
dc.date.available2022-04-28T17:23:07Z
dc.date.issued2021-11-01
dc.description.abstractThe growing world consumption of wood in civil construction is evident, especially in structural roofing systems. Despite being from a renewable source, its rational and intelligent use is of vital importance in the execution of structural designs. Because it is a system that is recognized worldwide in the design of trussing roof structures, there are several empirical assumptions for structural calculation. To reduce timber consumption, some tile manufacturers suggest a 10% (6 degrees) slope between chords. However, after simulations of 11 slopes with angles from 5 degrees to 15 degrees, the timber consumption was inversely proportional to the slope, reaching a 90% difference between extreme angles. The method used to obtain the results was software designed according to the routines prescribed by the new draft standard of ABNT NBR 7190 (2021). Considering a prefabricated truss with 5 cm thickness sections, the design criterion was that of minimum height, increasing by 0.10 cm until all checks were satisfied. Finally, the minimum angle after which no strengthening is required on the bars was 10 degrees.en
dc.description.affiliationUniv Fed Sao Carlos, Dept Civil Engn Deciv, Sao Carlos, Brazil
dc.description.affiliationFed Univ South & Southeast Para, Dept Civil Engn, Santana Do Araguaia, Brazil
dc.description.affiliationPaulista State Univ Julio de Mesquita Filho, Dept Civil Engn, Ilha Solteira, Brazil
dc.description.affiliationUniv Sao Paulo, Sao Carlos Sch Engn Sao Carlos, Dept Struct Engn, Wood & Timber Struct Lab, Sao Carlos, SP, Brazil
dc.description.affiliationGoias Fed Univ, Dept Civil Engn, Catalao, Brazil
dc.description.affiliationUnespPaulista State Univ Julio de Mesquita Filho, Dept Civil Engn, Ilha Solteira, Brazil
dc.format.extent6749-6756
dc.identifierhttp://dx.doi.org/10.15376/biores.16.4.6750-6757
dc.identifier.citationBioresources. Raleigh: North Carolina State Univ Dept Wood & Paper Sci, v. 16, n. 4, p. 6749-6756, 2021.
dc.identifier.doi10.15376/biores.16.4.6750-6757
dc.identifier.issn1930-2126
dc.identifier.urihttp://hdl.handle.net/11449/218793
dc.identifier.wosWOS:000750851200018
dc.language.isoeng
dc.publisherNorth Carolina State Univ Dept Wood & Paper Sci
dc.relation.ispartofBioresources
dc.sourceWeb of Science
dc.subjectTimber structures
dc.subjectPlane trusses
dc.subjectSlope
dc.subjectDesign
dc.subjectTimber consumption
dc.titleInfluence of Roof Slope on Timber Consumption in Plane Trusses Designen
dc.typeArtigo
dcterms.rightsHolderNorth Carolina State Univ Dept Wood & Paper Sci
dspace.entity.typePublication
unesp.author.orcid0000-0002-7285-1344[2]
unesp.departmentEngenharia Civil - FEISpt

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