Influence of Roof Slope on Timber Consumption in Plane Trusses Design

Detalhes bibliográficos
Autor(a) principal: Fraga, Iuri Fazolin
Data de Publicação: 2021
Outros Autores: Morato de Moraes, Matheus Henrique, Menezes, Isabella Silva, Arroyo, Felipe Nascimento, Boff de Almeida, Joao Paulo, Castanheira Rodrigues, Edson Fernando, Mascarenhas, Fernando Resende, Moura Aquino, Vinicius Borges de, Mello Silva, Sergio Augusto [UNESP], Rocco Lahr, Francisco Antonio, Pereira, Wanderlei Malaquias, Christoforo, Andre Luis
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.15376/biores.16.4.6750-6757
http://hdl.handle.net/11449/218793
Resumo: The 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.
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spelling Influence of Roof Slope on Timber Consumption in Plane Trusses DesignTimber structuresPlane trussesSlopeDesignTimber consumptionThe 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.Univ Fed Sao Carlos, Dept Civil Engn Deciv, Sao Carlos, BrazilFed Univ South & Southeast Para, Dept Civil Engn, Santana Do Araguaia, BrazilPaulista State Univ Julio de Mesquita Filho, Dept Civil Engn, Ilha Solteira, BrazilUniv Sao Paulo, Sao Carlos Sch Engn Sao Carlos, Dept Struct Engn, Wood & Timber Struct Lab, Sao Carlos, SP, BrazilGoias Fed Univ, Dept Civil Engn, Catalao, BrazilPaulista State Univ Julio de Mesquita Filho, Dept Civil Engn, Ilha Solteira, BrazilNorth Carolina State Univ Dept Wood & Paper SciUniversidade Federal de São Carlos (UFSCar)Fed Univ South & Southeast ParaUniversidade Estadual Paulista (UNESP)Universidade de São Paulo (USP)Goias Fed UnivFraga, Iuri FazolinMorato de Moraes, Matheus HenriqueMenezes, Isabella SilvaArroyo, Felipe NascimentoBoff de Almeida, Joao PauloCastanheira Rodrigues, Edson FernandoMascarenhas, Fernando ResendeMoura Aquino, Vinicius Borges deMello Silva, Sergio Augusto [UNESP]Rocco Lahr, Francisco AntonioPereira, Wanderlei MalaquiasChristoforo, Andre Luis2022-04-28T17:23:07Z2022-04-28T17:23:07Z2021-11-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article6749-6756http://dx.doi.org/10.15376/biores.16.4.6750-6757Bioresources. Raleigh: North Carolina State Univ Dept Wood & Paper Sci, v. 16, n. 4, p. 6749-6756, 2021.1930-2126http://hdl.handle.net/11449/21879310.15376/biores.16.4.6750-6757WOS:000750851200018Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengBioresourcesinfo:eu-repo/semantics/openAccess2022-04-28T17:23:07Zoai:repositorio.unesp.br:11449/218793Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462022-04-28T17:23:07Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Influence of Roof Slope on Timber Consumption in Plane Trusses Design
title Influence of Roof Slope on Timber Consumption in Plane Trusses Design
spellingShingle Influence of Roof Slope on Timber Consumption in Plane Trusses Design
Fraga, Iuri Fazolin
Timber structures
Plane trusses
Slope
Design
Timber consumption
title_short Influence of Roof Slope on Timber Consumption in Plane Trusses Design
title_full Influence of Roof Slope on Timber Consumption in Plane Trusses Design
title_fullStr Influence of Roof Slope on Timber Consumption in Plane Trusses Design
title_full_unstemmed Influence of Roof Slope on Timber Consumption in Plane Trusses Design
title_sort Influence of Roof Slope on Timber Consumption in Plane Trusses Design
author Fraga, Iuri Fazolin
author_facet Fraga, Iuri Fazolin
Morato de Moraes, Matheus Henrique
Menezes, Isabella Silva
Arroyo, Felipe Nascimento
Boff de Almeida, Joao Paulo
Castanheira Rodrigues, Edson Fernando
Mascarenhas, Fernando Resende
Moura Aquino, Vinicius Borges de
Mello Silva, Sergio Augusto [UNESP]
Rocco Lahr, Francisco Antonio
Pereira, Wanderlei Malaquias
Christoforo, Andre Luis
author_role author
author2 Morato de Moraes, Matheus Henrique
Menezes, Isabella Silva
Arroyo, Felipe Nascimento
Boff de Almeida, Joao Paulo
Castanheira Rodrigues, Edson Fernando
Mascarenhas, Fernando Resende
Moura Aquino, Vinicius Borges de
Mello Silva, Sergio Augusto [UNESP]
Rocco Lahr, Francisco Antonio
Pereira, Wanderlei Malaquias
Christoforo, Andre Luis
author2_role author
author
author
author
author
author
author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade Federal de São Carlos (UFSCar)
Fed Univ South & Southeast Para
Universidade Estadual Paulista (UNESP)
Universidade de São Paulo (USP)
Goias Fed Univ
dc.contributor.author.fl_str_mv Fraga, Iuri Fazolin
Morato de Moraes, Matheus Henrique
Menezes, Isabella Silva
Arroyo, Felipe Nascimento
Boff de Almeida, Joao Paulo
Castanheira Rodrigues, Edson Fernando
Mascarenhas, Fernando Resende
Moura Aquino, Vinicius Borges de
Mello Silva, Sergio Augusto [UNESP]
Rocco Lahr, Francisco Antonio
Pereira, Wanderlei Malaquias
Christoforo, Andre Luis
dc.subject.por.fl_str_mv Timber structures
Plane trusses
Slope
Design
Timber consumption
topic Timber structures
Plane trusses
Slope
Design
Timber consumption
description The 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.
publishDate 2021
dc.date.none.fl_str_mv 2021-11-01
2022-04-28T17:23:07Z
2022-04-28T17:23:07Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.15376/biores.16.4.6750-6757
Bioresources. Raleigh: North Carolina State Univ Dept Wood & Paper Sci, v. 16, n. 4, p. 6749-6756, 2021.
1930-2126
http://hdl.handle.net/11449/218793
10.15376/biores.16.4.6750-6757
WOS:000750851200018
url http://dx.doi.org/10.15376/biores.16.4.6750-6757
http://hdl.handle.net/11449/218793
identifier_str_mv Bioresources. Raleigh: North Carolina State Univ Dept Wood & Paper Sci, v. 16, n. 4, p. 6749-6756, 2021.
1930-2126
10.15376/biores.16.4.6750-6757
WOS:000750851200018
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Bioresources
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 6749-6756
dc.publisher.none.fl_str_mv North Carolina State Univ Dept Wood & Paper Sci
publisher.none.fl_str_mv North Carolina State Univ Dept Wood & Paper Sci
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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