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Authors
Advisor(s)
Abstract(s)
Este trabalho consiste no Projeto de um Pavilhão Industrial em estrutura metálica, com fundações diretas, destinado a armazenagem de paletes de madeira, localizado no concelho de Coimbra.
Este Projeto passou por várias fases, desde a conceção estrutural com base no Projeto de Arquitetura, no pré dimensionamento e por último no dimensionamento final de todos os elementos constituintes da superstrutura e das fundações.
Consideraram-se todas as ações, nomeadamente os pesos próprios, as restantes cargas permanentes, as sobrecargas, a temperatura, o vento e os sismos.
O dimensionamento foi feito em relação aos Estados Limites Últimos e de Utilização,tendo em conta os critérios das combinações de ações definidas na Norma NP EN 1990.
Recorreu-se, também, a um conjunto de tabelas de pré-dimensionamento e dimensionamento,para os elementos metálicos e de betão armado, realizadas em "Excel", a partir das expressões definidas nos Eurocódigos estruturais, de modo a comparar e validar os resultados obtidos.
No final procedeu-se à elaboração de todas as peças desenhadas necessárias à realização da obra.
Abstract: This work consists in calculate a steel Pavilion made by metal structure, with shallow foundations, destined to the storage of wooden pallets, located in Coimbra municipality. This project went through several stages: from the structural design based on the architecture design, pre sizing, and finally, the final dimensioning of all components of the superstructure and foundations. All actions, including the self-weight of structures, the permanent loads, live loads, temperature, wind and earthquakes were taken into consideration. The dimensioning was done in relation to the Ultimate Limit States and Serviceability, taking into account the criteria of the load combinations defined in Standard NP EN 1990. It was also used a set tables of dimensioning for steel elements and reinforced concrete, held in "Excel", from the expressions defined in the structural Eurocodes in order to compare and validate the results obtained. The final stage consists of the preparation of all designed pieces required to complete the work and the project realization.
Abstract: This work consists in calculate a steel Pavilion made by metal structure, with shallow foundations, destined to the storage of wooden pallets, located in Coimbra municipality. This project went through several stages: from the structural design based on the architecture design, pre sizing, and finally, the final dimensioning of all components of the superstructure and foundations. All actions, including the self-weight of structures, the permanent loads, live loads, temperature, wind and earthquakes were taken into consideration. The dimensioning was done in relation to the Ultimate Limit States and Serviceability, taking into account the criteria of the load combinations defined in Standard NP EN 1990. It was also used a set tables of dimensioning for steel elements and reinforced concrete, held in "Excel", from the expressions defined in the structural Eurocodes in order to compare and validate the results obtained. The final stage consists of the preparation of all designed pieces required to complete the work and the project realization.
Description
Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização de Estruturas
Keywords
Dimensionamento de um pavilhão Design of Industrial pavillions Estruturas metálicas Steel structures Modelação Eurocódigos Structural Eurocodes Fundações diretas Shallow foundations
Citation
CARDOSO, Dilma Maria Vieira - Dimensionamento de um pavilhão metálico para armazenamento de paletes de madeira. Lisboa: Instituto Superior de Engenharia de Lisboa, 2016. Dissertação de mestrado.
Publisher
Instituto Superior de Engenharia de Lisboa