Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD

Detalhes bibliográficos
Autor(a) principal: Albino, Tiago Izaias
Data de Publicação: 2017
Outros Autores: Anjos, Elias Felisberto dos
Tipo de documento: Trabalho de conclusão de curso
Idioma: por
Título da fonte: Repositório Universitário da Ânima (RUNA)
Texto Completo: https://repositorio.animaeducacao.com.br/handle/ANIMA/4434
Resumo: The diffuse use of software for the calculation of reinforced concrete structures is becoming more and more important, so the need to verify the decisions made by them becomes indispensable, however, so that there is adequate verification by the user it is necessary to be familiar with the fundamental software configurations and calculation models used. The objective of this theses is to evaluate the performance of the scaffold sizing carried out by the cypecad structural calculation software, demonstrating the obtaining of the pillar reinforcement in its essence in a manual way with the calculation efforts taken from the program through a systematic sample of populations of corner, end and center pillars. In order to obtain the efforts a work was inserted and all the configurations referring to norms, materials and actions in the structure that are necessary so that the software in question can calculate, without any intervention in the final dimensioning. Given the results achieved, some inconsistencies between manual and software design were found. One of them is the second order moment, where the software considers it in an extreme section of the pillar and not in an intermediate section as it is in fact the characteristic of this phenomenon. It was observed with the development of the study that it is necessary for the user to make certain modifications in the final sizing obtained by software. In conclusion, some of the manually-sized pillars resulted in larger areas of armor. However, these results are precise, as these researchers performed the pillar-to-pillar comparison, that is, making statistical comparisons using methods that use groupings of the samples, the software result can be considered without difference for a given quantile.
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spelling Avaliação no dimensionamento de pilares de concreto armado no software CYPECADEvaluation in the design of reinforced concrete pillars in CYPECAD softwareEnvoltóriasFlexão normalExcentricidadesSeção retangularFlexão obliquaThe diffuse use of software for the calculation of reinforced concrete structures is becoming more and more important, so the need to verify the decisions made by them becomes indispensable, however, so that there is adequate verification by the user it is necessary to be familiar with the fundamental software configurations and calculation models used. The objective of this theses is to evaluate the performance of the scaffold sizing carried out by the cypecad structural calculation software, demonstrating the obtaining of the pillar reinforcement in its essence in a manual way with the calculation efforts taken from the program through a systematic sample of populations of corner, end and center pillars. In order to obtain the efforts a work was inserted and all the configurations referring to norms, materials and actions in the structure that are necessary so that the software in question can calculate, without any intervention in the final dimensioning. Given the results achieved, some inconsistencies between manual and software design were found. One of them is the second order moment, where the software considers it in an extreme section of the pillar and not in an intermediate section as it is in fact the characteristic of this phenomenon. It was observed with the development of the study that it is necessary for the user to make certain modifications in the final sizing obtained by software. In conclusion, some of the manually-sized pillars resulted in larger areas of armor. However, these results are precise, as these researchers performed the pillar-to-pillar comparison, that is, making statistical comparisons using methods that use groupings of the samples, the software result can be considered without difference for a given quantile.A difusa utilização de softwares para cálculo de estruturas de concreto armado acentua-se cada vez mais, logo a necessidade de averiguar as decisões feitas por estes torna-se indispensável, no entanto para que haja adequada verificação por parte do usuário é necessário que o mesmo seja familiarizado com as configurações fundamentais do software e com os modelos de cálculos utilizados. Este trabalho tem como objetivo avaliar o desempenho do dimensionamento de pilares efetuado pelo software de cálculo estrutural cypecad, demonstrando a obtenção das armaduras de pilares na sua essência de maneira manual com os esforços de cálculo retirados do programa por meio de uma amostra sistemática de populações de pilares de canto, de extremidade e de centro. Para obtenção dos esforços inseriu-se uma obra e efetuou-se todas as configurações referentes a normas, matérias e ações na estrutura que são necessárias para que o software em questão possa calcular, no entanto sem intervenção no dimensionamento final. Diante dos resultados alcançados, algumas incoerências entre o dimensionamento manual e software foram encontradas. Sendo uma delas a consideração no momento de segunda ordem, onde o software o considera em uma seção extrema do pilar e não em uma seção intermediaria como é de fato a característica deste fenômeno. Observou-se com o desenvolvimento do estudo que há necessidade de o usuário realizar certas modificações no dimensionamento final obtido via software. Por fim alguns dos pilares dimensionados manualmente resultaram em áreas de armaduras maiores. Todavia esses resultados são pontuais, pois estes pesquisadores perfizeram a comparação pilar a pilar, ou seja, fazendo comparações estatísticas por meio de métodos que empregam agrupamentos das amostras, o resultado do software pode ser considerado sem diferença para um determinado quantil.Alves, Walter OlivierAlbino, Tiago IzaiasAnjos, Elias Felisberto dos2017-12-12T22:35:38Z2020-11-26T23:51:47Z2017-12-12T22:35:38Z2020-11-26T23:51:47Z2017info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bachelorThesis84 f.application/pdfapplication/pdfhttps://repositorio.animaeducacao.com.br/handle/ANIMA/4434Engenharia Civil - TubarãoTubarão SCAttribution-NonCommercial-NoDerivs 3.0 Brazilhttp://creativecommons.org/licenses/by-nc-nd/3.0/br/info:eu-repo/semantics/openAccessporreponame:Repositório Universitário da Ânima (RUNA)instname:Ânima Educaçãoinstacron:Ânima2020-12-01T17:35:37Zoai:repositorio.animaeducacao.com.br:ANIMA/4434Repositório InstitucionalPRIhttps://repositorio.animaeducacao.com.br/oai/requestcontato@animaeducacao.com.bropendoar:2020-12-01T17:35:37Repositório Universitário da Ânima (RUNA) - Ânima Educaçãofalse
dc.title.none.fl_str_mv Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
Evaluation in the design of reinforced concrete pillars in CYPECAD software
title Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
spellingShingle Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
Albino, Tiago Izaias
Envoltórias
Flexão normal
Excentricidades
Seção retangular
Flexão obliqua
title_short Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
title_full Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
title_fullStr Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
title_full_unstemmed Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
title_sort Avaliação no dimensionamento de pilares de concreto armado no software CYPECAD
author Albino, Tiago Izaias
author_facet Albino, Tiago Izaias
Anjos, Elias Felisberto dos
author_role author
author2 Anjos, Elias Felisberto dos
author2_role author
dc.contributor.none.fl_str_mv Alves, Walter Olivier
dc.contributor.author.fl_str_mv Albino, Tiago Izaias
Anjos, Elias Felisberto dos
dc.subject.por.fl_str_mv Envoltórias
Flexão normal
Excentricidades
Seção retangular
Flexão obliqua
topic Envoltórias
Flexão normal
Excentricidades
Seção retangular
Flexão obliqua
description The diffuse use of software for the calculation of reinforced concrete structures is becoming more and more important, so the need to verify the decisions made by them becomes indispensable, however, so that there is adequate verification by the user it is necessary to be familiar with the fundamental software configurations and calculation models used. The objective of this theses is to evaluate the performance of the scaffold sizing carried out by the cypecad structural calculation software, demonstrating the obtaining of the pillar reinforcement in its essence in a manual way with the calculation efforts taken from the program through a systematic sample of populations of corner, end and center pillars. In order to obtain the efforts a work was inserted and all the configurations referring to norms, materials and actions in the structure that are necessary so that the software in question can calculate, without any intervention in the final dimensioning. Given the results achieved, some inconsistencies between manual and software design were found. One of them is the second order moment, where the software considers it in an extreme section of the pillar and not in an intermediate section as it is in fact the characteristic of this phenomenon. It was observed with the development of the study that it is necessary for the user to make certain modifications in the final sizing obtained by software. In conclusion, some of the manually-sized pillars resulted in larger areas of armor. However, these results are precise, as these researchers performed the pillar-to-pillar comparison, that is, making statistical comparisons using methods that use groupings of the samples, the software result can be considered without difference for a given quantile.
publishDate 2017
dc.date.none.fl_str_mv 2017-12-12T22:35:38Z
2017-12-12T22:35:38Z
2017
2020-11-26T23:51:47Z
2020-11-26T23:51:47Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/bachelorThesis
format bachelorThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://repositorio.animaeducacao.com.br/handle/ANIMA/4434
url https://repositorio.animaeducacao.com.br/handle/ANIMA/4434
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv Engenharia Civil - Tubarão
dc.rights.driver.fl_str_mv Attribution-NonCommercial-NoDerivs 3.0 Brazil
http://creativecommons.org/licenses/by-nc-nd/3.0/br/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivs 3.0 Brazil
http://creativecommons.org/licenses/by-nc-nd/3.0/br/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 84 f.
application/pdf
application/pdf
dc.coverage.none.fl_str_mv Tubarão SC
dc.source.none.fl_str_mv reponame:Repositório Universitário da Ânima (RUNA)
instname:Ânima Educação
instacron:Ânima
instname_str Ânima Educação
instacron_str Ânima
institution Ânima
reponame_str Repositório Universitário da Ânima (RUNA)
collection Repositório Universitário da Ânima (RUNA)
repository.name.fl_str_mv Repositório Universitário da Ânima (RUNA) - Ânima Educação
repository.mail.fl_str_mv contato@animaeducacao.com.br
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