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Reinforced concrete lookout tower
Vaněčka, Jan ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The aim of this thesis is the static design and assessment of the reinforced concrete structure of the observation tower. The design is further supplemented with visualizations of the architectural design of the structure. Structurally, the observation tower is designed as a locally supported slab by four columns, which are based on footings on the bedrock. The location of the structure is being considered near the ruins of Helfštýn Castle in the Olomouc region.
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Three-Aisled Steel Building
Lečbych, Antonín ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
The thesis contains the design and assessment of three-aisled steel building for small metal production. Supporting span of construction hall is 9, 18 and 9 m. In the middle wing is situated bridge crane with capacity of 2 tons. The estimated location of the object is Luhačovice. The initial design concept was specified by supervisor (as the idea of the investor/architect), for which was did static and structural solution and assembly details. For selected option was made a calculation of supporting structures and selected assembly details. The hall has a rectangular floor plan of 36x36m and ridge height is 9 m. The central wing is made of steel and side extensions are made of glued laminated timber.
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Autosalon in Jihlava
Mátlová, Michaela ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of my thesis was to propose two variants of the steel construction of the car showroom. The ground dimensions of the structure are 35 x 50 meters. The building reaches a height of 8.8 m above the surrounding terrain. The building consists of two parts. The exhibition part of the car showroom will be partially glazed and also includes office space. The second part is the adjacent car workshop. The variants differ in the construction of the enclosure of the exhibition part of the car showroom. The work includes two static designs of the supporting steel structure of the car showroom. The winning variant of the frame construction a solution of selected details and drawing documentation.
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The Structure of the Atypical Family House in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of master’s thesis is design and assessment of steel load-bearing construction of atypical family house in Vrchlabí. Structure is designed as multi-storey steel structure, cooperating with stiff concrete core. The design was considered in four different options which combines possibility of using steel, steel and timber with different way of stiffness for whole structure. There is also composite steel-concrete alternative floor trimmer for selected option. Design and assessment was conducted in accordance with the applicable standards and by using software Scia Engineer.
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Connecting Footbridge
Sláma, Jakub ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this master’s thesis was desingn and assessments the connection of two buildings by footbridge corridor. The structure was designed as a lattice structure without verticals. Construction is stored on two pillars lattice design. Cladding footbridge was cosidered by glazing. Construction is freestanding and doesn’t load bordering adjacent buildings.
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Multi-storey building
Jetonický, Pavel ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The subject of the master´s thesis is the design and assessment of the static load-bearing steel structure office building. It is an eight-storey building with a floor plan and dimensions 54x15m. The proposal has three variants. In one of them a steel frame with a hinge attached elements. These are the pillars, beams, trusses, joists and purlins, which are coupled with trapeze plate and thereby secure the stability of the position in the horizontal direction. The steel structure is placed between the reinforced concrete towers.
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Multi-storey building
Cmajdálková, Alžběta ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The subject of the master’s thesis is static design and assessment of the static load-bearing steel structure. The structure is designed for the site Brno. Specifically this is an eight-storey office building with a 54 x 12 m floor plan and a total height is 30,2 m. The steel structure is lovated betwrrn teo reinforced concrete towers secure for vertical transport. The structure is designed in three variants. In the one of them a steel frame with hingee attached elements. The ceiling structure is designed as composite steel and concrete structure.
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Information Centre
Kovář, Jindřich ; Štrba,, Michal (referee) ; Barnat, Jan (advisor)
This bachelor thesis is concerned with the static project and the consideration of the carrier steel construction of the information centre that means the two-storeyed building with the 24 x 24m extent. The project is solved by two options. In both cases, the steel basis with components united by articulated joints is concerned. These are pillars, supporting joists and ceiling beams that are composited with a concrete desk so that they ensure the position stability in a horizontal direction. The both options differ from each other by the position stability method in a vertical direction. In the first case, the vertical clamps avoid the deformation. In the second case, two frame constructions are designed for both yawing directions. The result was the choice of the first method that is discussed in a more detailed way further.
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Reinforced concrete lookout tower
Vaněčka, Jan ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The aim of this thesis is the static design and assessment of the reinforced concrete structure of the observation tower. The design is further supplemented with visualizations of the architectural design of the structure. Structurally, the observation tower is designed as a locally supported slab by four columns, which are based on footings on the bedrock. The location of the structure is being considered near the ruins of Helfštýn Castle in the Olomouc region.
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