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Design of structure for football pitch
Popovič, Tomáš ; Sliwka, Pavel (referee) ; Zich, Miloš (advisor)
This diploma thesis deals with the static review of structure for a football pitch. It is crosswise prestressed reinforced sliding plate with variable cross section. Assessment of the elements was done according to limit states. Internal forces from the load effects were calculated using the SW SciaEngineer 2015.1. The elements were assessed by SW Idea StatiCa 6. The main outputs of this static calculation are drawings of the shape and drawings of the reinforcement.
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Residential Building
Šnobltová, Simona ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The diploma thesis deals with the design of the load-bearing reinforced concrete structure of a new apartment building, which has four above-ground and one underground floor. First, the entire object was modeled in the Scia Engineer program, and then certain elements of the structure were selected, which were designed and assessed in more detail. A detailed analysis was carried out for two ceiling slabs (a slab above the underground floor and a slab of a typical floor), a pillar of the underground floor, a reinforced concrete staircase going from the first underground to the first above ground floor and a reinforced concrete basement wall.
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Reinforced concrete structure of a multifunction building
Borovec, Michael ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with the construction of a multifunctional building on four floors and one basement. In the basement will be located the warehouses, on the ground floor will be located offices and on the second, third and fourth floor will be located flats. The ceiling slab of the firts floor, staircase and column is designed. The ceiling slab is designed as reinforced concrete locally supported by columns, reinforced in both directions. Program SCIA Engineer 19.1 is used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of the slab, staircase and column reinforcement. The bulding is designed according to ČSN EN 1992-1 1.
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Load-bearing reinforced concrete structure of a family house
Borovec, Michael ; Januš, Ondřej (referee) ; Zlámal, Martin (advisor)
The final thesis is focused on designing reinforced concrete load-bearing structures of a detached house on two floors and one basement. In the basement will be located the storages, utility room and wine bar. On the ground floor will be located garage for two cars, living room with kitchen and study. On the second floor will be located bedroon and two child’s rooms. The ceiling slab of the second floor, the ceiling slab of the ground floor, the ceiling slab of the basement, spiral staircase, half-turn staircase and walls of the first underground floor with solution as water-resistant construction. Programs SCIA Engineer 21.1 and Dlubal RFEM are used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of formwork and reinforcement of the all designing structires. The bulding is designed according to ČSN EN 1992-1-1.
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The Office Centre in Vimperk
Jirásek, Marek ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of the thesis is the design and the assessment of an administrative center in Vimperk. The building is divided into three height levels, the highest has 7 floors. The building is rectangular floor plan with dimensions of 102,5 x 48,0 m. The construction is designed as framing with truss roofing, bracing and purlins for attaching sheathing.
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Frame bridge over a local brook
Řezníček, Martin ; Nováček, Jan (referee) ; Nečas, Radim (advisor)
The main aim of this bachelor thesis is the design of reinforced concrete bridge in one field over the local stream. The brigde is designed as a frame construction with trapezoidal board and with reciprocal pitch. Individual parts of the construction were assessed from the point of view of ultimate and serviceability limit state.
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Design of a one-span slab bridge
Sobková, Sára ; Tomečka, Petr (referee) ; Nečas, Radim (advisor)
Subject of bachelor thesis is reconstruction of railway bridge on the route from Český Těšín to Ostrava-Svinov in km 6,482. The structure is located in the extraregion. There are two rail routes on the bridge and local road under the bridge. One-span slab reinforced consrete bridge is designed and placed on the rail as a replacement for bearings. the length of the bridge is 6 m. The sffects ot the load are calculated in the programe AxisVM and static calculation are made in the program Mathcad. Bending and shear steel is designed. Serviceability limit state is verified. Also the resistance of steel concrete to cyclic loading is calculated. Steel of the abuntment is designed to reduce the appearence of cracks above the working joint due to ahrinkage. Dynamic coefficient is verified.
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Prestressed concrete slab
Dobeš, Marek ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor's thesis is the design and analysis of one-span, perpendicular bridge across the river. Two preliminary studies have been designed and one of them was selected as the most appropriate solution and then further elaborated in more detail. The selected one was prestressed trapezoidal slab with the span of 21 meters. The load effects were calculated using a manual calculation and a program Scia Engineering and then compared. The assessment of ultimate and serviceability limit state was done by manual calculation according to current valid standards.
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Office Centre
Robotka, David ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with design of steel structure with composite steel-concrete floor structure of a office building.The building is located in Moravský Krumlov. The Office buidling consist of multi-storey building and an entrance atrium. The total ground plan's dimensions are 52,8m x 48,0m. The multi-storey building has 8 floor. The maximum heigh of the building is 25,32m above ground. The project is designed in two options. For winning variant is including check and it is performed a drawings with design and check assembly details and anchorage.
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Indoor swimming pool - concrete tank construction
Pőthe, Péter ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The aim of the diploma thesis was to design reinforced concrete construction of the indoor swimming pool and ensure impermeability of the construction, to ensure behavior as concrete tank construction. Static analysis was done by using program Dlubal RFEM 5.12, where interaction of subsoil with construction was taken into account. Slabs around the swimming pool area were divided into expansion section because of temperature changes from glass façade an after that the sealing of expansion gap was solved. Construction system under the swimming was designed and was tested the behavior of walls and slabs. Analysis was done also to considerate of hydration heat. The drawing was done by software CADKON RCD.
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