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Abstract(s)
Este trabalho teve como objetivo o estudo e o dimensionamento de um pavilhão
industrial metálico, de caráter meramente académico, destinado ao armazenamento
de materiais. O pavilhão apresenta dimensões de 36 metros de comprimento, 24
metros de vão e é composto por sete pórticos dispostos longitudinalmente.
Adotou-se uma abordagem integrada com base nas metodologias BIM
(Building Information Modeling), utilizando licenças estudantis cedidas pela empresa
Construsoft em colaboração com o Instituto Politécnico de Viseu. Para a modelação
análise estrutural, dimensionamento e detalhamento dos principais elementos
estruturais do projeto, foram utilizados os softwares Tekla Structural Designer e IDEA
StatiCa.
O processo teve início com a definição das ações atuantes na estrutura, em
conformidade com os Eurocódigos, seguida da realização de análises estruturais,
incluindo análises estíticas de primeira e segunda ordem, bem como a verificação de
deslocamentos e tensões. Com base nesses estudos, foi possível determinar os perfis
metálicos mais adequados para os elementos estruturais.
Posteriormente, procedeu-se à verificação e ao dimensionamento detalhado
das ligações metálicas, explorando a interoperabilidade entre os softwares Tekla
Structural Designer e IDEA StatiCa, de forma a garantir a precisão dos resultados e a
conformidade com os requisitos normativos.
Adicionalmente, foram gerados elementos de documentação técnica com base
no modelo estrutural desenvolvido, incluindo vistas gerais da estrutura e relatórios
automáticos provenientes dos softwares utilizados. Estes relatórios apresentam os
resultados das análises estruturais realizadas, as combinações de ações aplicadas, a
verificação dos estados-limite e os critérios normativos adotados, constituindo uma
ferramenta de apoio à validação do projeto.
Os resultados obtidos confirmam que os elementos estruturais e as ligações
metálicas dimensionadas cumprem os critérios de segurança e funcionalidade
estabelecidos pelos Eurocódigos, tal como implementado nos softwares utilizados.
Estes, por sua vez, baseiam-se em normas internacionais de referência, assegurando
a conformidade do projeto com os requisitos regulamentares aplicáveis. Para além de
cumprir os objetivos académicos propostos, este estudo constitui um contributo
relevante para a consolidação de boas práticas na aplicação de ferramentas computacionais avançadas em estruturas metálicas, oferecendo uma base de apoio
a futuros desenvolvimentos e aplicações profissionais na área da engenharia
estrutural.
This work aimed to study and design a steel industrial warehouse, for academic purposes only, intended for material storage. The building has dimensions of 36 meters in length and 24 meters in span, and is composed of seven frames arranged longitudinally. An integrated approach based on Building Information Modeling (BIM) methodologies was adopted, using student licenses provided by the company Construsoft in collaboration with the Polytechnic Institute of Viseu. The software tools Tekla Structural Designer and IDEA StatiCa were used for modeling, structural analysis, design, and detailing of the main structural elements of the project. The process began with the definition of the loads acting on the structure, in accordance with the Eurocodes, followed by structural analyses, including first- and second-order static analyses, as well as the verification of displacements and stresses. Based on these studies, the most suitable steel profiles for the structural elements were determined. Subsequently, the verification and detailed design of the steel connections were carried out, exploring the interoperability between Tekla Structural Designer and IDEA StatiCa to ensure result accuracy and compliance with normative requirements. Additionally, technical documentation elements were generated based on the developed structural model, including general views of the structure and automatic reports generated by the software used. These reports present the results of the structural analyses performed, the applied load combinations, the verification of limit states, and the normative criteria adopted, serving as a support tool for validating the project. The results obtained confirm that the structural elements and steel connections designed meet the safety and functionality criteria established by the Eurocodes, as implemented in the software used. These, in turn, are based on internationally recognized standards, ensuring the project’s compliance with applicable regulatory requirements. In addition to fulfilling the proposed academic objectives, this study makes a relevant contribution to the consolidation of good practices in the use of advanced computational tools in steel structure design, offering a foundation for future developments and professional applications in structural engineering.
This work aimed to study and design a steel industrial warehouse, for academic purposes only, intended for material storage. The building has dimensions of 36 meters in length and 24 meters in span, and is composed of seven frames arranged longitudinally. An integrated approach based on Building Information Modeling (BIM) methodologies was adopted, using student licenses provided by the company Construsoft in collaboration with the Polytechnic Institute of Viseu. The software tools Tekla Structural Designer and IDEA StatiCa were used for modeling, structural analysis, design, and detailing of the main structural elements of the project. The process began with the definition of the loads acting on the structure, in accordance with the Eurocodes, followed by structural analyses, including first- and second-order static analyses, as well as the verification of displacements and stresses. Based on these studies, the most suitable steel profiles for the structural elements were determined. Subsequently, the verification and detailed design of the steel connections were carried out, exploring the interoperability between Tekla Structural Designer and IDEA StatiCa to ensure result accuracy and compliance with normative requirements. Additionally, technical documentation elements were generated based on the developed structural model, including general views of the structure and automatic reports generated by the software used. These reports present the results of the structural analyses performed, the applied load combinations, the verification of limit states, and the normative criteria adopted, serving as a support tool for validating the project. The results obtained confirm that the structural elements and steel connections designed meet the safety and functionality criteria established by the Eurocodes, as implemented in the software used. These, in turn, are based on internationally recognized standards, ensuring the project’s compliance with applicable regulatory requirements. In addition to fulfilling the proposed academic objectives, this study makes a relevant contribution to the consolidation of good practices in the use of advanced computational tools in steel structure design, offering a foundation for future developments and professional applications in structural engineering.
Description
Keywords
Metodologia BIM Dimensionamento Estrutural Tekla Structural Designer IDEA StatiCa Modelação Estrutural Ligações Metálicas BIM Methodology Structural Design Tekla Structural Designer IDEA StatiCa Structural Modeling Steel Connections