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Static solution of garage floor slab
Sitta, Martin ; Požár, Michal (referee) ; Zich, Miloš (advisor)
This thesis presents the design and evaluation of a monolithic reinforced concrete slab, which is point-supported by columns with column heads. There were made two designs of this slab, one without column heads and the second was made with column heads. The simplified static calculation by hand and its results were compared with results from computer FEM software.
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Design of the bridge over the river
Býčková, Klára ; Rušar, Jaromír (referee) ; Klusáček, Ladislav (advisor)
The aim is to propose solutions to the new bridge construction due to its unsatisfactory compared to the existing bridge reconstruction project . There are three studies bridging and selected variant trapezoidal plate further processed static opinion. The design was judged by the ultimate limit states and usability. Partial assessments were made for the anchoring system, anchorage area , unravels notched bars and store design to support .
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Tribune of football stadium
Weber, Jozef ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis was to design the precast reinforced concrete prefabricated structures of the football tribune. It was modernized sports center in Brno. According to the investor was determined the shape of the football tribune. It was compiled the design documentation. For the calculation of inner strengths was used the software Dlubal RFEM, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. My thesis contains textual part, inner strengths, static calculations, drawing documentation of composition of structure, drawing documentation of reinforcement and design documentation of the object.
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Structure of multi-storey building
Achillesová, Jana ; Klodner, Jan (referee) ; Perla, Jan (advisor)
This diploma thesis deals with the project of the structure of ferroconcrete multi-storey building. Selected parts for assessment are point-supported slab over the 1st floor, inside column, external and internal wall in the 1st floor. Finite Element Method in software Dlubal RFEM 5.23 was selected for the analysis. Another part of the thesis is the project of dimensions of foundations that are dealt with as deep foundations in accordance with engineering-geological survey.
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Bridge in the Doubravice village
Cibičková, Viktória ; Strnad, Jiří (referee) ; Panáček, Josef (advisor)
The aim of the bachelor thesis is the design of the bridge structure over the Svitava River. The most preferred variant was selected from three developed studies. The selected load-bearing structure is post-tensioned double girder bridge. It is a single-span bridge with a bridging length 25,27 m. After detailed processing and assessment for the ultimate limit state and usability, detailed drawings and visualisations were produced.
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Design of the circle concrete tank
Šimek, Ondřej ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The diploma‘s thesis deals with the design and assessment of prestressed cocrete tank of biogas station at ultimate limit state and also at serviceability limit state, according to ČSN EN 1992-1-1: Design of concrete structures. Specifically, the design of wall of the tank and foundation slab. The text part contains general information on the desing of the structure, static idealization of the structure, type of load and method for calculation of inner forces. Attachments contain drawing documentation and structural analysis, which completes the text part and solves in detail said structure.
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Bridge over the Valová river
Vytásek, Ondřej ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this work was to design a new bridge structure with one span. Several studies were carried out, from which I selected one, namely a monolithic single-beam variant made of prestressed concrete, which will replace the existing already unsatisfactory bridge. The bridge has a span of 28.94 m and a width of 9.6 m. Part of the work is a static calculation, drawings of reinforcement, shape and layout of the bridge.
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