A publicação da Norma de Desempenho (ABNT NBR 15.575:2013) e a intensificação das discussões sobre o meio ambiente têm trazido ainda mais destaque para as demandas de desempenho, sustentabilidade e construtibilidade nos projetos de edifícios. Se a inserção dessas demandas em projeto é um desafio, sua obtenção durante a execução do edifício é ainda mais difícil, sobretudo ao se considerar o processo tradicional que ainda domina a produção. Por outro lado, a industrialização do processo construtivo, facilitada pela utilização de tecnologias pré-fabricadas, tem potencial de atender às exigências de desempenho, sustentabilidade e construtibilidade. O arquiteto, enquanto profissional atuante desde o início do processo de projeto, é protagonista da seleção tecnológica, com capacidade de influenciar na adoção de um processo produtivo mais industrializado. Para discutir como o arquiteto pode melhorar sua postura frente às demandas de desempenho, sustentabilidade e construtibilidade, ocupando seu papel de agente integrador no processo de projeto, este trabalho aborda as tecnologias construtivas pré-fabricadas para vedações verticais externas (VVE) de edifícios em estrutura metálica. O objetivo principal deste trabalho é propor diretrizes para seleção tecnológica de VVE de edifícios em estrutura metálica, para o desenvolvimento do projeto de arquitetura, considerando os objetivos do empreendimento e as exigências relacionadas a desempenho, sustentabilidade e construtibilidade. A realização deste trabalho adota duas estratégias de pesquisa: revisão bibliográfica e entrevistas com projetistas de arquitetura e incorporador, com experiência na adoção de estrutura metálica e tecnologias pré-fabricadas de VVE em seus projetos. Como resultado, são propostas: diretrizes voltadas para o processo de projeto de arquitetura, incluindo recomendações para a organização da empresa de projeto que busca tomar decisões sobre tecnologias de VVE pautada em requisitos técnicos; diretrizes para identificar se o empreendimento está inserido em \"nichos estratégicos\" e se o \"ambiente\" para sua realização é favorável à adoção de tecnologias construtivas pré-fabricadas; e diretrizes para atendimento às exigências de desempenho, sustentabilidade, construtibilidade e legislação e normas técnicas a serem seguidas pelos projetistas de arquitetura. Conclui-se que, para responder às demandas de desempenho, sustentabilidade e construtibilidade, buscando adotar tecnologias construtivas pré-fabricadas de VVE, são necessários ao projetista de arquitetura: participação, de fato, na etapa de execução do edifício; estabelecimento de parcerias com agentes envolvidos no processo do empreendimento; manter-se atualizado quanto à legislação e normas técnicas (que têm revelado a tendência de não restringir ao uso de tecnologias construtivas tradicionais); especificar por desempenho as tecnologias de VVE adotadas em projeto; acompanhar a evolução das informações sobre o impacto ambiental gerado pelas tecnologias de VVE; e adotar os princípios de Coordenação Modular nos projetos. / The publication of NBR 15575: 2013 and the growing discussion about environment have brought even more emphasis on some specific demands, such as performance, sustainability and constructability in building projects. Considering that including these demands on design is a challenge, during the building construction is even more difficult, especially regarding the traditional process, which still dominates the production. On the other hand, the industrialization of construction, facilitated by usage of prefabricated technology, has potential to meet performance, sustainability and constructability requirements. The architect, an active professional since the beginning of design process, is the protagonist of technology selection and able to influence the choice for a more industrialized construction process. In order to discuss how an architect could improve his job when it comes to performance, sustainability and constructability demands, assuming an integrating agent role on design process, this research approaches the prefabricated technologies for external walls of steel structural buildings. The main purpose of the research is to propose guidelines for technology selection of external walls of steel structural buildings, aiming the architectural design development, considering the project goals and requirements related to performance, sustainability and constructability. Therefore, two research strategies have been chosen: literature review and interviews with architectural designers and developer, experienced in adopting steel structure and prefabricated technologies for external walls on their projects. As a result of this, it is proposed: guidelines oriented for the architectural design process, including recommendations to organize the design company which seeks for selecting technologies for external walls driven by technical requirements; guidelines to identify if the project is included on \"strategic segments\" and if the \"environment\" for its execution is advantageous to the adoption of prefabricated building technologies; and guidelines to meet performance, sustainability, constructability, legislation and technical standards requirements to be followed by architectural designers. In conclusion, to meet performance, sustainability and constructability demands, aiming the adoption of prefabricated building technologies for external walls, there are some specific needs for architectural designers: active participation on building execution phase; establishing partnerships with stakeholders during the development process; be up to date on the legislation and technical standards (which have been showing a trend to do not restrict the usage of traditional building technologies); to specify by performance the technologies for outside walls chosen on the project; follow the information development about environmental impact generated by outside wall technologies; and adopt the principles of Modular Coordination on the projects.

The main theme of this diploma thesis is a description and a strength analysis of several steel structures of valve frames used by Bosch Rexroth, s. r. o. The first part sums up possibilities of fastening of hydraulic control elements. Furthermore, current types of valve frames were described. The strength analysis of three steel structures was output of using the finite elements method. The result of these analysis was the determination of the loads and critical points of individual structures. In the end of this study, new structures for one block frame were designed to modify the critical locations of the original solution.

Aim of the final thesis is to create proposal and static assessment of supporting steel roof structure of sports stadium according to the proposed disposition. Climatic load (snow and wind) is determined for location Kopřivnice. The thesis consists of technical report, static report of main supporting parts and chosen connections, bill of material quantities, technical report with comparison of 2 options solution and drawing documentation. Computational model for evaluation of internal forces is realized in Dlubal RSTAB 8.06 software. Static report is created manually according to valid European standards.

The subject of this master's thesis is a static and structural design of a Load-carrying steel structure of railway bridge with bottom steel deck of the span of 42 + 60 + 42 m over the Labe river in Děčín. A solid steel beam forms the main load-bearing structure of the bridge reinforced with truss-work. The truss-work is made up of an open top chord and diagonal strut without secondary vertical struts. The calculations were done in compliance with valid ČSN EN documents.

The subject of this thesis is the design and assessment of steel sports hall in the town of Krnov. The main structural material is steel S355JR. The ground plan dimensions of the object is 48,0 metres to 36,0 metres, the height of the object is 16,78 metres. There is a sport facilities unit adjusted to the construction . The dimension of such an object is 30,0 metres to 8,0 metres. The support system consists of columns and an arched trussed rafter. The axial distance of cross-links is 8,0 m. The spatial rigidity is ensured by the transverse and longitudinal bracings. The hall is founded on reinforced concrete strip footings. The perimeter and roof cladding consists of sandwich panels. In this work is processed a static calculation of structural elements including connections and drawing documentation.

The subject of diploma thesis is design and static assessment of steel structure of multipurpose hall. Construction is located in the city Brno. The floor plan is rectangular with dimensions 60 x 80 m. Headroom of the structure is 12,5 m and total height is 16,5 m. A main frame is created of arch truss supported by column and truss structure on both sides. The main frames are joined by purlins. Final support structure was selected from two preliminary variants. For the selected variant was made static calculation of main bearing elements including joints and anchoring, technical report, drawings and bill of quantities.

The goal of my thesis is the design of a multipurpose sport hall in Litoměřice locality made in two separate variants. Objects ground plan dimensions are 38x38 meters and the height of the object is 16 meters. Used material is S235 steel and C20/25 concrete. The periphery and roof casing of the object is realized from sandwich panels. The carrying construction of the object is made from cross truss, oblong truss and from pillars. Thesis consists of assessing the carrying elements of the construction, selected details and drawing documentation.

The subject of this thesis was to design and assess the load-bearing structure of the grandstand roof at the sports stadium. The ground plan dimensions are 35x70 m. The object will be located in Moravské Budějovice. The construction is made of grade steel S355 and steel fasteners. Assessments were created for 2 variants. Variant A with truss, Variant B with plate girder. The truss variant, which is elaborated in more detail, was evaluated as more advantageous.

Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.

The principal aim of this thesis is to design two possible options for the steel structure of a new multibay industrial hall located in Slavkov u Brna. An overhead crane with load capacity of 12.5 metric tons will by situated in one of the bays. The hall has a rectangular shape with dimensions of 63x48 meters, each of the two bays has dimensions of 63x24 meters, a height of 11.5 meters and a saddle roof with an angle of slope 10°. Both of the options have the same layout design, the only difference is that option 1 has columns with truss girders while option 2 has a transversal frame with a haunch. The first option was selected because it is more economical due to material savings and is design developed in a greater detail. The permanent load on the building is considered and includes the weight of the steel structure, panels and the weight of crane runway. The variable load is also considered due to the live load, snow load, wind load, the crane, and their combination. Steel S235 is used as the construction material.