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Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
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Precast concrete structure of production hall
Hradský, Richard ; Kostiha, Vojtěch (referee) ; Girgle, František (advisor)
The main part is design and calculation of the transversal frame of industrial building consisting of those parts (girder, column, foundation pad). Computational software SCIA ENGINEER is used for design, calculation and drawing of those forces, moments and stress of elements. The verify of the results and their accuracy is applied handdone static calculation of forces, moments and stress. The drawings of those elemenst will be producted by Computational and drawing software ArchiCAD.
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The Warehouse with load capacity 25 kN/m2
Vymazal, Jakub ; Bažant, Zdeněk (referee) ; Čírtek, Ladislav (advisor)
Bachelor’s thesis with tittle „The Warehouse with load capacity 25kN/m2“ is processed as a project documentation according to valid assessments. The Warehouse is located in the city of Brno. Its ground plan dimensions are 12x18m. It is made of concrete and designed as a one-floor building with a flat roof. The main supporting construction is created by grate bond, which causes in both directions. It is combination of longitudinalated and transversed frames. There are 3 frames with 6m axis distance and 18m range in the longitudinalated direction and 4 frames with 6m axis distance and 12m range in the transversed direction. Columns in the frames are anchored to base feets. Supporting system of 1st floor is designed as a double-sided beamed ceiling. Beams are designed as continuous girders assigned on a spoke of the frame.
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Storage Hall
Petrů, Milan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the Bachelor's thesis is a design and assessment of steel structuce of storage hall. The dimensions of the rectangular floor pl19x20 m and the height is 9,5 m. The supporting structure consist of the transverse frames. The distance of each cross links is 4 m. Single main frames are mutually connected with purlins and the spatial rigidity of the structure is provided by sway bracings and longitundinal bracings.
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Storage Hall
Petrů, Milan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the Bachelor's thesis is a design and assessment of steel structuce of storage hall. The dimensions of the rectangular floor pl19x20 m and the height is 9,5 m. The supporting structure consist of the transverse frames. The distance of each cross links is 4 m. Single main frames are mutually connected with purlins and the spatial rigidity of the structure is provided by sway bracings and longitundinal bracings.
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Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
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