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Static analysis of reinforced concrete hall
Fišer, Jiří ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the static analysis and static design of individual components prefabricated halls. It also includes preparation of project documentation, drawings and drawing the shape of the reinforcement element. Bachelor thesis divided into two parts, technical reports and calculation part. Technical report addresses the specific terms of defining design and details of individual elements. Calculation of addressing specific design elements. Calculations were performed using SCIA Engineer and manual calculations.
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Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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The Steel Structure of a Factory Building
Ivánek, Robert ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
Item of Master´s thesis is to design, review and compare two variants of steel structures production hall with overhead crane with load capacity 25t. One variant is frame construction and second one is construction with trusses. Layout dimensions is 45m x 60m and the height of the ridge is 10m. Stability is provided by wall and roof bracings. Building is sheathed. Structures is situated in Frýdek - Místek.
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Návrh bungalovu z celostěnových panelů
Šoukalová, Simona
The topic of this bachelor thesis is the design of a modern, functional single-storey house for a family of four. The house is designed from full-wall panels by DMK system. The textual part is focused on the description of the proposed house including the composition of structures, materials and description of the processing of the drawing part. The work also deals with the solution of sewage and rainwater use. The work is supplemented by drawings.
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Implementation of Roof Construction at Koliště 47
Jakubek, Jan ; Doubek, Rostislav (referee) ; Nečasová, Barbora (advisor)
The subject of the bachelor thesis is the realization of the roofing of the building Koliště 47. This building is located in the centre of Brno. The thesis deals with the solution of the truss system with a strip dormer and partly truss construction. Furthermore, the roofing made of folded aluminium sheet. The contents include a technical report, broader relations of transport routes, technological regulations, the solution of the site equipment, the design of the machine assembly, inspection and test plan, work safety for the specified technological stage and itemized budget.
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Children's Home
Chrbolková, Erika ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
The thesis focuces on project documentation for a construction project with the aim to design home for children under institutional care. Located on the outskirts of Skuteč, the building is three-storey, detached and partially basemented. The basement area lays on the slab foundations and the first floor on strip foundations. Vertical structures are made of ceramic blocks and local reinforced concrete columns while horizontal structures are made of reinforced concrete slabs and wooden trusses over the gym. The building is covered by a vegetated flat roof. The building houses six residential units for six family groups with a total capacity of 43 children. The basement includes gym and fitness with technical facilities. The first floor consists of three residential units, changing rooms for the gym and kitchen with facilities. The second floor houses remaining three residential units, offices and the refectory. The upper floor is used for children´s education and entertainment.
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Shopping centre
Mudrík, Marián ; Barnat, Jan (referee) ; Horáček, Martin (advisor)
The objective of the present thesis is a design of the steel-concrete composite structure of a storey shopping centre in Partizanske. The structure is double deck, it approaches to the third floor in the position between the first two frames, too. The construction floor dimensions are 19.8 x 24.0 m and building height is 11.495 m. Overhead fixtures form composite steel-concrete primary and secondary beams. Main construction material is steel S235. Structural steel S355 is less represented. Concrete elements are designed from concrete class C25/30. The load bearing structure consists of frames in axial distance 6.0 m. The individual frames are linked by purlins, girts, bracing and overhead constructions of the respective floors.
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Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Roof Structure Sports Stadium
Neničková, Lucie ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
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.
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The family house in Křižanov
Sedláček, Adam ; Janíček, Vít (referee) ; Benešová, Romana (advisor)
The subject of the Bachelor´s thesis is the preparation of family house design documentation. The building is located in the township of Křižanov on plot number 1614/1. The total area is 2766 m2. It is a two-floors object, without cellar, located on flat terrain, designed for 4 persons. The perimeter walls of the house are lined by clay blocks from the Heluz and they are based on the cocretefoundation strips. The ceiling constructions are made of Heluz system of ceramic inlays MIAKO and POT beams. The roof is combination of shed roofs and trusses. Roof cladding is designed by asphalt shingles SUPER KATEPAL dark grey. The staircase is a double reinforced concrete. Part of this building is a garage for a one car and outdoor covered parking for another one car.
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