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Design of Monolithic RC Structure
Kuchař, Martin ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor’s thesis describes the design of the load-bearing part of the reinforced monolithic frame concrete structure of the home for the elderly. The subject of assessment are the typical elements of the load-bearing skeleton in the 1st floor: frame rung PS, beam T5, column SR3a and the ceiling plate above the first floor. The assessment is made for ultimate limit states, moreover for frame rung PS the deflection control is provided, too.
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Design of selected parts of RC and masonry structures
Neužil, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Bachelor thesis describes the design selected part of reinforced concrete and brick construction on building of wine cellar and elaboration of reinforcemenet drawings of selected structural element. Building is decided to two parts entrance building and wine cellar. At the entrance are designed and assessed reinforced concrete perimeter walls, columns and beam which is situated on columns. In the cellar was assessed ceiling formed by a brick vault which failed to report and was designed rehabilitation using reinforced concrete reverse shell. Calculation of internal forces was performed by computer program SCIA Engineer.
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Design of waste water tank
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the bachelor's thesis is to design reinforcement for waste water tank. Another part of task is to do examine for limit state of cracks. Tank is examined for Capacity limit state and Applicability limit state - Limit state of cracks. To determine the effects of internal forces is used calculation software Scia Engineer 2011.1. Calculation is performed by two methods. The first method is to assign subsoil with manual calculation and the second one is to assign subsoil layers with module Soilin which generates loads and another parameters. Outputs from the methods of calculation were used for comparison of results and design reinforcement for Capacity limit state and Applicability limit state. According to Applicability limit state – Limit state of cracks is prescribed limitation of cracks width to limit width wk = 0,2 mm by EC 1992-1-1.
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Reinforced concrete structure of a multifunction building
Marková, Anna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of this qualification thesis is to design a reinforced concrete monolithic ceiling construction of typical floor. It concerns locally supported panel that is 250 mm thick and of irregular shape. The spread of the span is 6 x 6 m with the overshoot of 1,2 m. Inside the building there is a staircase with a lift and a plumbing stack that is surrounded by the monolithic reinforced concrete wall that is 300 mm thick. The structural height of the floor is 3500 mm. The pillars` cross-sections are 450/450 mm. An analysis using the end-element method, a static design and a drawing documentation of the ceiling panel were conducted within this thesis.
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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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High Standard Detached House
Karlík, Štěpán ; Nováková, Tereza (referee) ; Kalousek, Lubor (advisor)
This bachelor’s thesis deals with a new built detached house situated in Přestavlky, Přerov district. The building has two floors with a partial basement, made of sand-lime brick system Sendwix. Ceilings are made of monolithic reinforced concrete and the building is covered with the shed roofs. The object is divided into the social area on the first floor, the sleeping area on the second floor and the technical facilities in the basement. Living rooms are mainly situated in the southern part of the building, in connection with a large terrace.
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Nonlinear analysis of reinforced concrete structures
Král, Petr ; Salajka, Vlastislav (referee) ; Hradil, Petr (advisor)
The aim is to design and evaluate nonlinear beams analysis, which will be subjected by four – point bending. Nonlinear analysis will be performed and evaluated on three beam models, the first of which will be made from plain concrete, the second of which will be made from reinforced concrete with reinforcement bars in the domain of tensile stress and the third of which will be made from reinforced concrete with reinforcement bars in domains of tensile and compressive stress. The thesis will be included formation of appropriate FE models, performance of nonlinear calculations with using nonlinear material model from a library of nonlinear material models multiPlas in the programming environment of software ANSYS and subsequent evaluation of results. Evaluation of results will consist from evaluation of nonlinear beams analysis and from evaluation of beams analysis according to ČSN EN 1992 – 1 – 1 without reinforcement bars and with reinforcement bars in these variants, next from comparison of nonlinear beams analysis with a beams analysis according to ČSN EN 1992 – 1 – 1 and finally from evaluation of the yield condition, which will be applied to the beams.
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Residential Building
Voráč, Roman ; Sedmidubský, Jaroslav (referee) ; Sukopová, Dáša (advisor)
The apartment house is designed as a full-basement structure, with one underground storey and two above-ground storeys. The access to the building is either by a steel staircase or barrier-free, by a steel ramp. Cars enter the basement by a one-way ramp. The main entrance to the building is located on the first above-ground storey and is connected to the stairwell which serves as the principal vertical communication. The basement floor houses a parking lot, supporting facilities, cellars, and a boiler room. The first floor houses offices, including supporting facilities, and two apartment units, one comprising two rooms with kitchenette, the other a 3+1 (two-bedroom) unit. In addition, there is also a pram room. There are two 3+1 (two-bedroom) units on the second floor. Each apartment has its own balcony. The facade of the building is segmented, serving as a contact thermal insulation system. The building has a saddle roof, covered with gray-coloured seamed metal sheet roofing. Its slope is 13°. The building lies on ribbon foundations and a bearing plate. The structural system is based on brickwork consisting of ceramic building blocks, supplemented by reinforced concrete on the basement floor, and makes use of an outside contact thermal insulation system. The roof structures are represented by reinforced concrete monolithic ceilings. The load-bearing structure of the roof consists of a nailed roof truss girder, with the bottom flange of the girder carrying an SDK soffit – the ceiling structure of the second floor. The building will have a central heating system comprising an electric boiler with an accumulation tank located in the boiler room on the basement floor. Horizontal utility lines are bundled, with two main utility nodes located between apartment units.
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