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Family house in the slope
Kováč, Juraj ; Pobucká, Slávka (referee) ; Šuhajda, Karel (advisor)
The subject of this bachelor's thesis was to prepare project documentation for a family house. The building is located in the village of Chotěbuz, Karviná district, cadastral area Chotěbuz. The building is designed as a detached structure on sloping terrain. It has two above-ground floors with a basement section. The building also includes a garage, which is separated from the living area by an entrance hall. The house is designed for four people, with an additional guest room. The entrance is located on the east-south side, and most rooms have been designed with consideration of the cardinal directions. The vertical structures consist of Porotherm masonry, which forms the load-bearing exterior walls on the above-ground floors. It is also used for both load-bearing and non-load-bearing interior walls. In the basement, the load-bearing exterior wall is made of monolithic reinforced concrete. The ceilinstructure is made of ceramic beams and inserts. The staircase is monolithic reinforced concrete. The building is insulated with foam polystyrene. The garage has a flat roof, and the living area is covered by a truss roof structure.
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Detached house
Dyntarová, Aneta ; Dohnal, Jakub (referee) ; Jelínek, Petr (advisor)
The subject of this bachelor thesis is the preparation of project documentation at the level of construction implementation. The aim was to design a family house with almost zero energy consumption. The new building was designed on a flat building plot on the outskirts of Mlázovice. The family house has two floors with a partial basement and is designed for family of four people. The residential part of the house is roofed with a gable roof with a covering made of ceramic tiles. The garage situated on the north side of the building has a vegetated flat roof. The main load-bearing system is made of ceramic blocks. The perimeter basement masonry is made of lost formwork blocks. Thermal insulation of the building is solved by contact insulation system.
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Detached house
Stoklas, Vojtěch ; Bečkovský, David (referee) ; Nespěšný, Ondřej (advisor)
The topic of the bachelor's thesis is the preparation of project documentation for the construction of a family house in Hustopeče nad Bečvou. The structure is designed as a detached, two-story, non-basement house with nearly zero energy consumption, intended for individual living for a family of four. The rectangular floor plan is situated in the center of the building plot and respects the character of the surrounding development. The house is designed on strip foundations made of plain concrete, supplemented with permanent formwork blocks and a base slab. The vertical load-bearing and non-load-bearing structures will be made of calcium-silicate blocks. The horizontal load-bearing elements consist of a monolithic reinforced concrete ceiling slab and a ring beam. Above the second floor is a sloped load-bearing roof structure – a wooden truss. The family house is insulated using an external thermal insulation composite system. The layout of the house corresponds to 4+KK. On the second floor, there is a master bedroom along with two children's rooms, a study, a corridor, a bathroom, a toilet, and an occasional bedroom. The master bedroom also includes a dressing room. On the first floor, besides the corridor, bathroom, toilet, and utility room, there is a living room connected to the dining area and kitchen. A pantry is located under the staircase connecting the two floors. The entrance hall connects the living space with an attached garage, which can hold up to two cars.
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Stochastic finite element method to solve 2d problems
Liščák, Milan ; Boháč, Petr (referee) ; Návrat, Tomáš (advisor)
The thesis focuses on programming of algorithms based on the finite element method (FEM) and the stochastic finite element method (SFEM) used for deformation and stress analysis of truss and plane stress problems. All the codes are developed using a free to use program PyCharm. For both trusses and plane stress problems, the algorithm is illustrated with a simple problem and verified on a more complex one. The results from the FEM calculations are validated using results from ANSYS Workbench. The computed displacements and reaction forces are equal to ANSYS results for all solved cases. There are minor deviations in the stress calculations for plane stress problems. The reason for this is unknown, as ANSYS does not provide an exact methodology for stress computing. In SFEM calculations, the values of Young’s modulus, yield strength and load forces are normally distributed. The codes are run repeatedly and based on the variability of the results the probability of failure is calculated.
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Apartment building
Vdoviak, Martin ; Borošová, Renata (referee) ; Brukner, Bohuslav (advisor)
The subject of this bachelor's thesis was the elaboration of project documentation for the construction of an energy-efficient residential building. The new construction of a detached residential building will be located in the northern part of Nové Město nad Metují on plot no. 258/14 in the cadastral area of Nové Město nad Metují. It is a five-story building with a basement, which includes three atypical floors. The basement contains garage space, technical facilities for the building, and storage areas for the residential building. The above-ground space predominantly consists of residential units, with a store also located on the first above-ground floor, but with its own entrance from the outside. The building is designed for 33 people in 13 different types of residential units. Access to individual units is through a common area of corridors, staircases, and via an elevator. The proposed structural system is wall-based with a stiffening core. The building has two types of roofs: a pitched roof made of wooden trusses above the main part and a single-layer flat roof above the remaining sections, partially accessible and bordered by a parapet. Load-bearing external walls in aboveground floors are made of load-bearing ceramic blocks. Non-load-bearing internal partitions are made of non-load-bearing ceramic blocks. The structure is founded on a foundation slab. The basement's perimeter walls consist of reinforced concrete monolithic walls. The internal load-bearing system consists of reinforced concrete columns. The building is insulated with EPS thermal insulation boards, meeting the requirements for External Thermal Insulation Composite Systems (ETICS). The insulated facade will be a combination of white color and cladding imitating dark stone, while the plinth will be finished with dark gray marble plaster. Sheet metal elements are designed from lacquered galvanized sheet metal in dark gray color. The frames of external openings are dark gray
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Detached house
Drongová, Zuzana ; Vaněk, Vojtěch (referee) ; Jelínek, Petr (advisor)
The subject of this bachelor thesis is the preparation of project documentation at the level of construction implementation. The aim was to design a family house with almost zero energy consumption. The family house is partially basemented and with a habitable attic. The building is roofed with a gable roof with a corrugated metal roofing. On the south-west side, a dormer roofed with a pitched roof is proposed. On the northwest side of the building is a one-car covered garage with rhombus wood siding and glass infill. The roofing is designed with a vegetated flat roof. The main load-bearing system is made of aerated concrete blocks. The perimeter basement masonry is made of lost formwork blocks. Thermal insulation of the building is solved by contact insulation system ETICS. The building is based on foundation strips.
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Stress and deformation analyses of the bridge near the Jedov mill
Hort, Michal ; Kovář, Jaroslav (referee) ; Fuis, Vladimír (advisor)
Bridges serve to many people every day, so it is necessary to be concerned about theirsafety. Analysis of bridge superstructures are used to increase their safety - and this is also the mainsubject of this thesis. Specifically, it is the analysis of the pedestrian bridge located near Jedov Mill on the Oslava river. For the stress and strain calculations, the method of joints is used, and that iscompared with the finite element method. During the comparison of the methods which hadbeen used, it was found, that the method of joints is suitable for identifying critical points, but cannot accurately determine stress values. While the finite element method can both, identify critical locations and determine the exact stress values. These calculations determinedthe critical locations on the footbridge, which are in the outmost members of the structure. By enlarge their cross-section would increase the safety of the structure. Among the critical trusses do not belong trusses damaged by the footbridge crash. The safety factor of the pedestrian bridge to the elasticity limit state, which is k = 1.74, provides a sufficient reserve for the further use of the footbridge, even if the cross-sections of the above mentioned members are not increased.
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Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
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Static analysis of wooden truss
Cicálková, Eliška ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
Bachelor work is processed as static calculation of traditional wooden roof. For analysis of structural model is used program using finite element method (FEM) - Dlubal RFEM 4. According to the actual implementation is modeled brace calculating model. Here separate construction elements are assessed the first and the second limit states - ultimate limit state and serviceability limit state. Nail connection is maked at the close of work. It´s connections of roof tie and rafter.
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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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