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Bridge across the motorway
Jetmar, Ondřej ; Jurík, Michal (referee) ; Stráský, Jiří (advisor)
The thesis deals with the design of a bridge structures panning the highway. While designing the structure, it was vital to consider and implement the needs for both the aesthetic and economical desires and requirements. Of the two design solutions in the thesis, the one of the three-spaninteg rated spandrel beam is chosen. The main goal is a thorough design of the a forementioned load bearing structure.
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Integral frame bridge
Dobeš, Marek ; Šopík,, Leonard (referee) ; Koláček, Jan (advisor)
The aim of this diploma thesis is the design and assessment of a single span inclined integrated frame bridge structure over rail tracks. Three preliminary studies have been designed and then a best variant was selected for more detailed analysis. A reinforced concrete slab with steel girders with a span of 28.39 meters was developed. The model was developed using the MIDAS/Civil program and the limit state assessment was carried out using the MS Excel program. The procedure and dimensioning of the calculation is carried out according to valid standards and regulations.
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Bridge across expressway D35
Pohlídal, Jan ; Novák, Richard (referee) ; Nečas, Radim (advisor)
The theme of this master thesis is to design a road bridge across expressway D35. The bridge is designed as a triple-span strut frame construction. The construction is unique because of its variable cross-section of the bridge, which is supported by a inclined supports. The load effects were calculated using software Scia Engineer as the time analysis of the structure was solved using the TDA module. Calculations by hand were carried out using MS Excel. Drawing documentation and visualization of the structure are also included.
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Bridge across the motorway
Jetmar, Ondřej ; Jurík, Michal (referee) ; Stráský, Jiří (advisor)
The thesis deals with the design of a bridge structures panning the highway. While designing the structure, it was vital to consider and implement the needs for both the aesthetic and economical desires and requirements. Of the two design solutions in the thesis, the one of the three-spaninteg rated spandrel beam is chosen. The main goal is a thorough design of the a forementioned load bearing structure.
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