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Information System Design
Šiška, Radek ; Koplík, Martin (referee) ; Koch, Miloš (advisor)
The objective of this Masters’s thesis is to design an information system for Raab Computer, s.r.o. The information system will deal with the management of projects for the electrical installations department. First, I will focus on the theoretical background then analysis and then the design of the solution. For the Raab Computer, s.r.o. company, I was in charge of both the functional and visual aspects of the information system and I actively participated on the whole project as a part of a team from the end of 2017 to the beginning of 2019.
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Cast-in-place tank of sewage plant
Sivčák, Jozef ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The master’s thesis designs and checks the reinforced concrete tanks of sewage plant. Part of this thesis are also drawings. Tanks are designed as a watertight underground structure with aspect on standards and watertight function. Foundation slab and concrete walls were designed according to ultimate and serviceability limit states. The thesis includes design of reinforcement according to non-force effects in early stage. The structure is checked also to loss of equilibrium of a structure due to uplift by vertical actions from water pressure.
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Static securing of Ludslavice church
Kovalíková, Mária ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
This thesis is drafting static protection church horizontal pretension, especially at the level of foundations and walls. Furthermore, the design of a new increase the stiffness of reinforced concrete towers and other prestress. The role was also producing construction drawings for the design of static security.
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Combined cast-in-place structure of WTP
Holoubek, Jan ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master's thesis deal with the design and static analysis of supporting structures of main underground reinforced concrete tank located in Combined cast-in-place structure of WTP in Kořenec. The tank has dimensions of 9.5 x 9.5 m and the is divided into four sub-tanks by internal walls. Supporting structures, foundation slab, external and internal walls and ceiling slab, were verified for limit state design requirements for concrete members. Verification of serviceability limit state and crack control of width was made.
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Design of concrete structure of apartment building
Juda, Jaroslav ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The aim of this diploma thesis is to create a static part of a project documentation for a two-storey apartment building. This is a design of a monolithic construction of the twostorey building with a non-standard geometric arrangement. The key element is the prestressed beam ceiling above the 1st floor. Internal forces are calculated using the SCIA Engineer software. Reinforcement is designed using the internal forces. Individual parts are assessed for its bearing capacity and limit states of serviceability. Shape drawings and reinforcement drawings are part of the work.
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Load-bearing reinforced concrete structures at the new residential building
Podolák, Patrik ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with static assessment of load-bearing structures in a new family house. The house has several atypical structures. One of them is a flat roof of reinforced concrete with large overhanging ends. Furthermore, a large window lintel with a span of 8 meters, which is designed with prestressing ropes due to the large span and avoidance of lintel deflection due to the glass window underneath. The building is partly basement with a white bathtub type construction.
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Load-bearing structure of mountain hotel
Kudličková, Jitka ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an mountains hotel. Mountain hotel schould be realized in the village Vernirovice in Šumperk district. The proposed structure is formed 4th floors. In 1.NP is a restaurant, a sports and wellness center. In 2.NP in the right side is situated the swimming pool. In 2 to 4 floor are located rooms. This structure is supported with a strip footing made of reinforced concrete. The main load-bearing elements in the vertical direction are in 1.NP reinforced concrete walls and columns, the upper floors bearing masonry walls of ceramic blocks THERM. The inner support walls are 300 mm thick, outside support walls are 400 mm thick. Floors are constructed of carrying plates with girders above the larger openings. These plates and girders are made of reinforced concrete. In the 2 floor are beams with the span of 8,8 m. These girders are designed of prestressed concrete cause the large loads. Individual levels are connected with monolithic concrete staircases. Around the middle of the building is a monolithic reinforced concrete elevator shaft. The highest elevation above grade level is 16 m. The thesis also deals with relevant drawing documentations for chosen parts of construction.The building is located in the ski area VI and IV wind areas.
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Sludge Digester Tank
Hurčík, Vít ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master’s thesis deals with the design and assessment of the bearing structure of sewage treatment plant and development of the drawnings. The thesis solves the main part of the structure: base slabs, walls and ceiling slabs. Thesis solves the ultimate limit state and ultimate limit serviceability.
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Road bridge in the village Ždár nad Sázavou
Pylypenko, Jevhenij ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The final thesis is focused on design of the superstructure of a new concrete bridge in city Žďár nad Sázavou, Kraj Vysočina. The bridge should serve for passing roadway, cycle path and pavement across the river Sázava. The base for bridge design include the measured terrain. The static system is self-anchored system of arch, braces and prestressed semi-through deck. The bridge span is 74,02. Arch span is 57,00 m with high 12,00 m. Construction was assessed by the ultimate limit state and service limit state according to recent standards (Eurocode).
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