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Reinforced concrete beam bridge in Staré Město
Lugerová, Markéta ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
This Bachelor´s thesis deals with a proposal for a new bridge which is used to transfer a local road across the river Krupá in Staré Město pod Sněžníkem. The bridge is designed as a girder bridge, simply placed with a length of 18,35m. The communication category is S7,5. Loads and assessment are done according to Eurocode.
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Girder bridge in Český Krumlov
Lindtner, Tomáš ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The subject of Bachelor’s thesis is the design of the road bridge over the Chvalšinský brook on the road number 39 near Český Krumlov. The main topic is static calculation of one span supporting main structure. Two studies were executed and the first option with the two-girder bridge supporting structure was chosen. Two-girder bridge is 30 meters long and consists with two subsequently pre-stressed concrete girders and reinforced concrete desk. Static model and effects of loadings are solved in software Scia Engineer. Reviews are calculated by hand according to Eurocode. Calculation is made without effects of temperature and wind loads and horizontal forces causing by travel.
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Design of doublebeam of bridge crane 50 tonne
Matěja, Josef ; Pokorný, Přemysl (referee) ; Kubín, Martin (advisor)
The Bachelor’s thesis deals with the design of two-girder crane bridge for the lifting capacity 50 tons. The process is split in eight parts. The first one contains a preliminary scheme of the whole design and proposal of main parameters. The second part contains calculation of preloading of the girder, specification of its main dimensions and calculation of maximum bending moment. The other parts include calculations and designing of individual main parts and accessories such as crane girder, cross girder, wheels, rails, gear and brake. The bachelor’s thesis has been elaborated using the relevant technical literature and standards that contain procedures and recommendations for calculation and designing of bridge cranes.
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Prestressed bridge over the river
Kačer, Karel ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
As the thesis I chose static solving bridging the road. This is a real first-class roads situated near the city Kolín in the Central Region. The bridge will be used to transfer traffic across of local Sendražický stream. At the beginning I determined three main variants of supporting design and then I chose one for more detailed processing. It is a armored concrete slab solidified two prestressed ribs arching spanning 18.3 m The calculation is implemented by software Scia Engeneer in accordance to European standards.
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Design of doublebeam of bridge crane 50 tonne
Matěja, Josef ; Pokorný, Přemysl (referee) ; Kubín, Martin (advisor)
The Bachelor’s thesis deals with the design of two-girder crane bridge for the lifting capacity 50 tons. The process is split in eight parts. The first one contains a preliminary scheme of the whole design and proposal of main parameters. The second part contains calculation of preloading of the girder, specification of its main dimensions and calculation of maximum bending moment. The other parts include calculations and designing of individual main parts and accessories such as crane girder, cross girder, wheels, rails, gear and brake. The bachelor’s thesis has been elaborated using the relevant technical literature and standards that contain procedures and recommendations for calculation and designing of bridge cranes.
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Reinforced concrete beam bridge in Staré Město
Lugerová, Markéta ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
This Bachelor´s thesis deals with a proposal for a new bridge which is used to transfer a local road across the river Krupá in Staré Město pod Sněžníkem. The bridge is designed as a girder bridge, simply placed with a length of 18,35m. The communication category is S7,5. Loads and assessment are done according to Eurocode.
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Prestressed bridge over the river
Kačer, Karel ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
As the thesis I chose static solving bridging the road. This is a real first-class roads situated near the city Kolín in the Central Region. The bridge will be used to transfer traffic across of local Sendražický stream. At the beginning I determined three main variants of supporting design and then I chose one for more detailed processing. It is a armored concrete slab solidified two prestressed ribs arching spanning 18.3 m The calculation is implemented by software Scia Engeneer in accordance to European standards.
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Girder bridge in Český Krumlov
Lindtner, Tomáš ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The subject of Bachelor’s thesis is the design of the road bridge over the Chvalšinský brook on the road number 39 near Český Krumlov. The main topic is static calculation of one span supporting main structure. Two studies were executed and the first option with the two-girder bridge supporting structure was chosen. Two-girder bridge is 30 meters long and consists with two subsequently pre-stressed concrete girders and reinforced concrete desk. Static model and effects of loadings are solved in software Scia Engineer. Reviews are calculated by hand according to Eurocode. Calculation is made without effects of temperature and wind loads and horizontal forces causing by travel.
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