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The Hlinky Hotel
Vojta, Martin ; Kalivoda, Tomáš (referee) ; Kalousek, Lubor (advisor)
Diploma thesis deals with project documentation for construction of the facility. Specifically, it is a hotel on the street Hlinky in Brno. Hotel capacity is 58 beds and 60 seated restaurant. The building will have one floor underground and five floors above ground. The building will have a bearing structure of reinforced concrete monolithic skeleton, accompanied by reinforcing monolithic wall. External walls will be created by filling the porous masonry blocks. Horizontal framework will be created locally supported monolithic reinforced concrete slabs. The roof of the hotel is flat. In 4th and 5th floor are created terraces.
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Design of residential house
Moravcová, Eva ; Loudil, Lukáš (referee) ; Zich, Miloš (advisor)
This is a residential house in Brno. The supporting structure is reinforced concrete. The building has one basement and six floors. Vertical load-bearing structures are made up of reinforced concrete columns and walls. Horizontal load-bearing structures are formed by slabs (bearing in both directions). The staircase is concrete slab. Foundation is on piles. Infill vertical structures are brick. In the fifth floor pool is located.
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Design and Review of Locally Supported Ceiling Plates
Tesař, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The paper is focused solutions locally supported reinforced concrete floor slab above 1.NP. To solve internal forces used finite element. Results of the finite element method will be compared with results from the simplified calculation methods. Dimensioning construction will be carried out according to ČSN-EN 1992-1-1 for ultimate limit state. It will be constructed model design, structural analysis, design documentation and accompanying Report.
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Reinforced concrete structure
Zdražilová, Pavlína ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with design and assessment of chosen parts of load-bearing reinforced concrete cast-in-place structure of a department store. The aim of this thesis is to design and assess the reinforced concrete structure of a slab above first floor and one column. Scia Engineer 14 computational software was chosen to model the structure and to obtain the international forces. The structure is designed according to ČSN EN.
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Reinforced concrete structure of a multistoried garage
Klajba, Daniel ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
The aim of bachelors’s thesis is to design monolithic reinforced concrete ceiling structure of a typical storey of a multistoried garage. The supporting structure consists of a frame consisting of rungs, which are stored by beams and slab. Rungs are supported by columns. Reactions of the structure are transmitted to the foundation soil by footings. The design was made according to standard ČSN EN 1992-1-1 for ultimate limit state. Structural analysis was performed using Scia Engineer 2012 – Student version. The results were validated by simplyfied manual method. Structure was modeled using Scia Engineer 2012 also in 3D together with second option of ceiling structure – locally supported plate. Comparison between these two variants was made.
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Administration Building in Brno
Kurpel, Juraj ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The aim of this thesis is a design of a reinforced concrete Flat Plate Slab of an office building up to the limit state of it's ultimate limit state. The content of this work is a static calculation of the slab, and to work up a drawing documentation and details. Calculation of internal forces is implemented in SCIA Engineer and verified using the summation of moments method. The slab is located above the first floor. The work also includes review of the internal column.
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Design of reinforced concrete slab in the store
Skoupá, Karolina ; Strnad, Jiří (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design and assessment of reinforced concrete slabs in store. The aim of this study was to develop and evaluate locally supported floor slab at the ultimate limit state and serviceability. The work includes structural analysis, design shape reinforcement drawing, data from computational substrate.
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