dc.contributorUniversidade Federal de São Carlos (UFSCar)
dc.contributorFed Univ South & Southeast Para
dc.contributorUniversidade Estadual Paulista (UNESP)
dc.contributorUniversidade de São Paulo (USP)
dc.contributorGoias Fed Univ
dc.date.accessioned2022-04-28T17:23:07Z
dc.date.accessioned2022-12-20T00:40:05Z
dc.date.available2022-04-28T17:23:07Z
dc.date.available2022-12-20T00:40:05Z
dc.date.created2022-04-28T17:23:07Z
dc.date.issued2021-11-01
dc.identifierBioresources. Raleigh: North Carolina State Univ Dept Wood & Paper Sci, v. 16, n. 4, p. 6749-6756, 2021.
dc.identifier1930-2126
dc.identifierhttp://hdl.handle.net/11449/218793
dc.identifier10.15376/biores.16.4.6750-6757
dc.identifierWOS:000750851200018
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5398927
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.
dc.languageeng
dc.publisherNorth Carolina State Univ Dept Wood & Paper Sci
dc.relationBioresources
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 Design
dc.typeArtículos de revistas


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