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Highway bridge ower the II/464 road
Zalubel, Tomáš ; Řehulka, Martin (referee) ; Panáček, Josef (advisor)
The master´s thesis is about detailed design of highway bridge from prestressed concrete between the cities Brno and Ostrava. The construction is continuous and consists from three fields. Internal forces was taken from software SCIA Engineer. The static assessment was realized according to limit states. Counstruction is evaluated according to the current standards.
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Design of the single span bridge in Vražné
Juřenčáková, Jana ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The subject of bachelor thesis is a design of single span bridge in Vražné. Within the scope of thesis there are three studies of bridge. Cast-in-place concrete slab super structure was found appropriate and further calculations were assessed. Length of span is 15,00 m. Internal forces were provided by SCIA Engineer and checked with manual calculation. The supporting structure was assessed for the ultimate limit state and serviceability limit state. Calculations were made according to valid standards and regulations.
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One span tee beam bridge
Lachová, Alžběta ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The goal of this bachelor Thesis is to design a single span road bridge. The bridge will transfer a road of a S7,5 category over local river. Three possible variations were designed, from which option A will be used for further design and calculations. This bridge is a monolithic single-girder post-prestressed construction with a span of 24 m. The structure has been calculated for the ultimate limit state and the service limit state. The calculations of the load effects were done manually as well as in software Scia Engineer 19.1.
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One span frame bridge
Buk, Petr ; Zich, Miloš (referee) ; Nečas, Radim (advisor)
The subject of this bachelor thesis is design of road bridge across the river. From the developed variants, one was selected. Selected variant deals with one span frame bridge. Construction is made of panel with run-ups from prestressed reinforced concrete. Bridge is designed perpendicular, with span range of 25,0 m. For the calculation of internal forces two computing models (rod and panel model) were made in SCIA Engineer 2018 program. Thesis deals with comparisons of internal forces in rod and panel model and comparison of short-term losses with SCIA Engineer 2018 program. Design and assesment of ultimate limit state and ultimate serviceability state was conducted in accordance with applicable standarts and regulations.
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Design of exhibition hall roof
Němec, Petr ; Ing.Paris Chalivopulos (referee) ; Zich, Miloš (advisor)
The Diploma’s thesis is focused on the design of selected parts of reinforced concrete exhibition hall (prestressed concrete purlin, prestressed concrete girder, reinforced concrete column, reinforced concrete footing, post-tensioned concrete girders). The load calculation (the self weight, the permanent load, the wind load, the snow load and imposed load), the design and the review of selected reinforced concrete items and the drawing documentation are included in this thesis.
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Slab bridge
Barák, Radek ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject of this bachelor thesis is the design of a load-bearing structure of a perpendicular bridge over the Krupa River behind the town of Hanušovice. The bridge turns the II. class road 446, which is a category of S 7,5. For the design, studies of three variants of one-span bridge are processed. The selected variant is solved by means of an additional prestressed plate of rectangular cross-section of height of 900 mm and length of 21,765 m. It is statically designed as the support storage bridge with length of 19,670 m. The design was done according to ČSN EN 1992 - 2. The calculations of the load effects were performed by SCIA ENGINEER 2015 software. The design and assessmetns are solved according to valid standards and regulations.
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Design of the bridge in the industry area
Lipus, Rostislav ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The aim of this bachelor‘s thesis is the design and analysis of the concrete bridge in industrial area across river Balinka. Thesis contains static analysis of single span bridge which was chosen from three variants. Final variant is sloping prestressed concrete deck supported by two supports. Calculations were made by Scia Engineering software and compared with manual calculation. The supporting structure is assessed for the ultimate limit state and serviceability limit state The design is created in accordance with ČSN EN 1992-2. This thesis does not contain the time dependent analysis.
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Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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