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Monolithic concrete building at sewerage plant
Klimeš, Petr ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with design of monolithic concrete construction with a timber roof truss for a device of sewerage plant. This construction consists of these elements- strip foundation, walls with lintels, slab and timber trusses. This thesis contains static analysis of the component parts and their drawing documentation.
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Cast-in-place structure at sewerage plant
Hůrka, Jiří ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the design and the assessment of horizontal supporting parts and concrete trough on the sewage pumping station in the Boskovice town. There are parts of thesis: technical report, static analysis, design documentation and visualizations. The technical report describes the proposed solution. Calculation of internal forces was performed by manual calculation and verified by the software RFEM. The design documentation consists of shape and reinforcements drawings of selected structural elements.
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Reinforced concrete skeleton construction
Ježek, Rostislav ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
The bachelor thesis “Reinforced concrete skeleton construction” deals with the investigation of a department store supporting construction. The aim is to design and evaluate the ultimate limit state of reinforced concrete slabs over the first floor. The analysis of the locally supported slabs is performed by Scia Engineer 2012 software system. The method of the sum of the moments is used to verify the resulting values of internal forces. In addition, the ceiling structure is assessed for pushing through. A part of static calculation is the assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings.
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Administration Building in Brno
Benda, Lukáš ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The bachelor thesis is aimed for design of monolithic reinforced concrete slab of residential building, elaboration of shape and drawings of reinforcement of selected structural element. The slab is situated over the first floor. Calculation of internal forces is made by software system SCIA Engineer. Results of internal forces are compared with results of simplified method. Another part of this document is about issues in calculating of locally supported slabs and is done comparison of results by ČSN EN 1992 and ČSN 73 1201. Finally I performed design of concrete double cantilever column.
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Static analysis of reinforced concrete floor structure of historical building
Nani, Pavel ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The chief objective of my bachelor’s thesis is a design of the reinforced concrete floor structure of a historical building over 1st floor. The historical building was built in 1874. There are three floors in this building and there isn’t any underground floor. The reinforced concrete floor structure consists of the following forms of structure – a ribbed ceiling, a floor slab, a beam, a shell of vault and a staircase. The ribbed ceiling is made from a lost formwork of the VELOX firm. The set reinforced concrete floor structures are according to ČSN EN 1992-1-1.
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Semi-detached house, Lanskroun
Němec, Ondřej ; Kalábová, Tereza (referee) ; Bečkovský, David (advisor)
The bachelor thesis is based on design of semi-atteched house on the street Slovenské in Lanškroun. Bulding plot is situated in new city quarter determined for family houses outside the city center. Shape of semi-atteched house is almost rectangle and it is made of two parts where each part is designed for family of four to five members. All living rooms are oriented to south that allows residents to enter the garden and the patio in first floor. Each part of house includes garage for one car.
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The roof structure of a multipurpose hall in Poděbrady
Houška, Daniel ; Puchner,, Josef (referee) ; Šmak, Milan (advisor)
The aim of this the bachelor thesis is a design of the supporting steel structure of the roofing for the multi-purpose sports hall in Poděbrady. Since a wide range of sports will be played in this sports hall, its layout and ground clearance are proposed accordingly. Prefabricated bleachers, which were not the solved in this thesis, will be part of the hall. Supporting facilities for the hall are located in the nearby buildings. It’s a single steel rectangular hall with a cylindrical roof. Curved beams were used as supporting elements. The beams will be filled with rods installed in a perpendicular system. For a structural analysis Sci Engineer 2011.1 was used. Selected elements were assessed by manual calculation.
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