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Slab bridge in the Litovel town
Majer, David ; Svoboda, Adam (referee) ; Panáček, Josef (advisor)
The subject of this bachelor’s thesis is the design and analysis of perpendicular, one-span bridge construction across the millrace for electrical power station in the Litovel town. Object is located to 2nd class road II/449. Three variants were designed - prestressed trapezoidal slab, prestressed double-beam construction and construction of four prestressed girders of shape I. After these variants were weigh up and the first one, with the length of cantilevered construction 22,5 m, was chosen for analysis. Calculation of load effects was made by software Scia Engineering 2013, it was compared to a manual calculation and the analysis was made by manual calculation according to current standards.
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Slab bridge in the Vlaské village
Zemánek, Tomáš ; Olšák, Martin (referee) ; Panáček, Josef (advisor)
Bachelor thesis solves design of perpendicular road bridge over the Morava river in village Vlaské. Bridge object transfers communication of 2nd road class II/312, communication category is S7,5. For design are processed 3 studies. Variant no. 2 was selected for more broad processing. The issue is post-tensioned concrete haunched slab of height 0,900m and lenght 20,850m. Calculation of load is analysed by software SCIA engineer 2015. The design and assessment of the structure are made according to valid standards and regulations.
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Slab bridge near Staré Město village
Tlamka, Tomáš ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The main aim of this Bachelor thesis is the design of new perpendicular bridge over the Krupá river. The design of the bridge is according to ČSN EN 1992 – 2. The content of the work is primarily of the design supporting structure of the one - span bridge, which is designed in three variants. The selected option consists of additionally prestressed slab of height 800 mm with a length of 21,54 m. Statically is designed as support the storage bridge with a length of 19,00 m. This object converts communications category S 7,5. Load effects were performed using calculation software SCIA ENGINEER 2014. All loads and assessment at the ultimate limit state and limit state are solved according to specific standards.
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Prestressed concrete Bridges
Filip, Štěpán ; Hofírek, Radovan (referee) ; Panáček, Josef (advisor)
The aim of this Bachelor thesis is the design of perpendicular bridge over no name (local) brook without permanent flow. Its content is the design of the structure of the one-span bridge, which is designed in three variants. The selected option consists of additionally prestressed slab of height 1,0 m with a length of 24,3 m. Calculation of load effects is done by computer software SCIA ESA 2013 . Evaluation of structure is calculated manually according to standard EN 1992-2. The calculation is done without time analysis.
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