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Design of concrete structure of Music Pavilion in Podebrady
Juda, Jan ; Musil, Jiří (referee) ; Zich, Miloš (advisor)
This diploma thesis is focused on the roofing of the stage in spa park in Poděbrady. This construction is designed in two variants. In each variant is determined load on the structure and internal forces acting on the structure. Of these two variants, only one variant was selected. This selected variant was design in detail. In this variant was dimension their parts. Under the roof construction is located stage, which was not solved in the diploma thesis. All elements are dimensioned to the ultimate load condition by ČSN EN 1992-1-1. Drawings of the foundations, shapes construction, reinforcement and visualization are processed in the drawing part.
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Winery Altenberk
Palásková, Zita ; Nováková, Eva (referee) ; Kolář, Radim (advisor)
The subject of the master´s thesis is design documentation for the construction of a winery on the outskirts of the town Hustopeče. The building is designed on a slope between the vineyards and consists of two parts that are connected under the terrain. Under the terrain there is also an underlying part of the building so as not to disturb the landscape of the vineyards. The first part is used for wine production and the second part is used for the presentation of wine. The building is designed from in situ reinforced concrete with load-bearing walls and internal columns. The basement walls are made of waterproof concrete. The above-ground perimeter walls consist of sandwich structures consisting of a load-bearing wall, thermal insulation and a partition made of architectural concrete. At the same time, architectural concrete dominates the entire building. The foundation is designed on piles due to the subsoil. Horizontal structures are solved as locally supported slabs and the roofing is solved by two vegetation roofs and one load-bearing roof.
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Reinforced concrete structure of the office building
Král, Václav ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
Master thesis describes the design and assessment of main parts monolithic reinforced concrete construction of office building. Solved elements are locally supported slab, stiffening perimeter beam, column, wall and fundamention strip. Components of master thesis are also drawings of shape and reinforcement. Calculation of internal forces was performed by computer program SCIA Engineer. It was control by simplified method of replacement frames and results were compared.
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Design of selected load-bearing elements of reinforced concrete structure
Strmeň, David ; Čairovič, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The aim of the bachelor thesis is to design and assess the reinforced concrete structure of a two-storey car park for ultimate limit state and serviceability limit state. The thesis includes the design of a locally supported slab over the 1st floor, including the design of columns. The analysis of the internal forces on the slab is carried out using SCIA Engineer software and verified by manual calculation using the alternate frame method. Drawing documentation of the proposed elements is an integral part of the work.
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Reinforced concrete structure of a administrative building
Čačaný, Matej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Reinforced concrete structure of office building
Lagiň, Juraj ; Šulák, Pavel (referee) ; Girgle, František (advisor)
The Bachelor thesis deals with structural solution and comparing of the two variants of reinforced concrete slab structure of administrative building. First variant, designed like a slab with full section, is being compared with a variant of slab, which is designed like a voided slab by formwork U-boot. The structure is designed and assessed for ultimate limit state in accordance with ČSN EN 1992-1-1: Design of concrete structures – Part 1-1: General rules and rules for building.
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Reinforced concrete structure of a department store
Košík, Ondřej ; Požár, Michal (referee) ; Šulák, Pavel (advisor)
The bachelor thesis deals with the design and assessment of main parts of the carried reinforced concrete structure of a department store. The aim of the thesis was to design and evaluate the reinforced concrete structure of the ceiling slab, pillar, staircase and the wall. A graphical documentation of selected elements is also a part of the thesis. The calculation of internal forces was performed in a computational program SCIA Engineer 17, subsequently this calculation was verified by a manual method. The construction is designed according to the ČSN EN standards.
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Reinforced concrete frame structure of multi-storey administrative building
Zdražilová, Pavlína ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.
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