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Design of underground garage in Brno
Hájek, Jan ; Hladík, Pavel (referee) ; Zich, Miloš (advisor)
The goal of the project is behaviour and dimensioning of selected monolithic concrete structure elements. Design and assessment of the building foundation was made. Slabs of the floors are dimensioned in detail. All computations are made in accordance with Eurocode 2. Drawing documentation is part of this project.
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Design of the floor slab structure of a tall building
Vintrová, Tereza ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design of the ceiling structure of a high-rise building. The basis for the work was a study of the building with basic floor plan dimensions and heights. The aim of the bachelor thesis is to design a locally supported floor slab with a stiffening core in the middle, as a section of one floor, namely the ceiling above the tenth floor. According to the specified study, a slab model was created in SCIA Engineer to analyze the internal forces based on which the design of the flexural reinforcement of the slab to the ultimate limit state was carried out. The design of the shear reinforcement is based on the internal forces of the 3D model and was done using Schöck Bole with manual verification of the selected column. Non-linear calculation of the 3D model and manual verification of crack widths was used to assess the ultimate limit state. At the end of the work, the design of the circumferential rib variant and the comparison of the two types of slabs was carried out. The work includes a static calculation and drawings.
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Concrete structure covered parking for apartment buildings
Vyhnalíková, Kateřina ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of diploma thesis is a design and an assessment of selected structural elements of one floor in monolithic concrete structures serving as covered parking for an apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with software results. It also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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Overground Parking House
Pevner, Jan ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The work focuses on the design and assessment of selected structural elements of one overground floor monolithic concrete structures and staircases. All calculations are done in accordance with Eurocode 2.
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Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
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Concrete ceiling of apartment house
Vyhnalíková, Kateřina ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bachelor thesis is to dimension and assess concrete ceiling in a typical storey of apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with results of software and also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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Static solution of the underground floor of an apartment building in Oslavany
Šafránková, Vendula ; Švaříčková, Ivana (referee) ; Zich, Miloš (advisor)
The subject of the bachelor thesis is the design and static analysis of underground carpark, which is part of an apartment building. This new development will be situated in Oslaveny. For the work was used drawings with a basic floor plan dimension and heights. The work includes a static calculation and drawing documentations. Static calculation is solved by a combination of manual calculation and software´s calculation. SCIA Engineer 22.0 program is used to calculate the internal forces. The design of the shear reinforcement is performed using Schöck Bole program. The static calculation includes design and assessment point-supported slab and columns and caps. The structure is designed according to valid standards ČSN EN.
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Static solution of a typical underground floor of a tall building in Prague
Maršálek, Filip ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
This bachelor's thesis deals with the static design of the ceiling structure of a high-rise building. The basis for the bachelor was drawing documentation with basic plan dimensions and heights. The aim of the work is to design a locally and point-supported ceiling slab in the form of a section of one floor, specifically the ceiling above the second underground floor. According to the assigned study, a board model was created in the SCIA Engineer program for the analysis of internal forces, on the basis of which the design of the bending reinforcement of the board was carried out for the limit state of bearing capacity. The design of the shear reinforcement is based on the internal forces from the 2D model and was carried out using the Schöck Bole program with manual verification of selected parts. Furthermore, crack widths were manually calculated and verified via SCIA Engineer. The last calculation was a non-linear deflection calculation in SCIA Engineer. The conclusion of the work was the design of a variant with headers and a comparison of both types of boards. The work includes static calculation and drawing documentation.
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