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Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/346999
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dc.contributor.CRUESPUNIVERSIDADE ESTADUAL DE CAMPINASpt_BR
dc.contributor.authorunicampArcaro, Vinicius Fernando-
dc.contributor.authorunicampAlmeida, Luiz Carlos de-
dc.typeArtigopt_BR
dc.titleLift truck load stress in concrete floorspt_BR
dc.contributor.authorArcaro, Vinicius Fernando-
dc.contributor.authorAlmeida, Luiz Carlos de-
dc.subjectLajespt_BR
dc.subjectConcretopt_BR
dc.subject.otherlanguageSlabspt_BR
dc.subject.otherlanguageConcretept_BR
dc.description.abstractThis text presents an analytical expression to calculate the maximum tension, at the bottom side of a concrete slab on ground, due to lift truck wheel loads. The result of the analytical expression is in close agreement with the result of a design chart by the Portland Cement Association and with the result of a finite element analysis. The analytical expression is able to show the relationships among the design variables and it can be used for the thickness design of concrete floors for factories and warehouses. The expression applies only to unreinforced concrete slabs on groundpt_BR
dc.relation.ispartofOpen Journal of Civil Engineeringpt_BR
dc.relation.ispartofabbreviationOJCEpt_BR
dc.publisher.cityIrvine, CApt_BR
dc.publisher.countryEstados Unidospt_BR
dc.publisherScientific Research Publishingpt_BR
dc.date.issued2017-
dc.date.monthofcirculationJunept_BR
dc.language.isoengpt_BR
dc.description.volume7pt_BR
dc.description.issuenumber2pt_BR
dc.description.firstpage245pt_BR
dc.description.lastpage251pt_BR
dc.rightsAbertopt_BR
dc.identifier.issn2164-3164pt_BR
dc.identifier.eissn2164-3172pt_BR
dc.identifier.doi10.4236/ojce.2017.72015pt_BR
dc.identifier.urlhttps://www.scirp.org/journal/paperinformation.aspx?paperid=76849pt_BR
dc.date.available2020-08-07T21:24:49Z-
dc.date.accessioned2020-08-07T21:24:49Z-
dc.description.provenanceSubmitted by Cintia Oliveira de Moura (cintiaom@unicamp.br) on 2020-08-07T21:24:49Z No. of bitstreams: 0. Added 1 bitstream(s) on 2021-01-11T14:37:55Z : No. of bitstreams: 1 104236ojce201772015.pdf: 575064 bytes, checksum: a3608f2ed5a741f4aead15eb61ab7b43 (MD5)en
dc.description.provenanceMade available in DSpace on 2020-08-07T21:24:49Z (GMT). No. of bitstreams: 0 Previous issue date: 2017en
dc.identifier.urihttp://repositorio.unicamp.br/jspui/handle/REPOSIP/346999-
dc.contributor.departmentDepartamento de Estruturaspt_BR
dc.contributor.departmentDepartamento de Estruturaspt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.identifier.source104236ojce201772015pt_BR
dc.creator.orcid0000-0002-3479-5556pt_BR
dc.creator.orcid0000-0001-8431-8929pt_BR
dc.type.formArtigopt_BR
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