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Design of a single span frame bridge
Karásková, Adéla ; Tomečka, Petr (referee) ; Nečas, Radim (advisor)
The bachelor's thesis focuses on the design of a pedestrian bridge over a riverbed. Out of three options, a frame structure with a parabolic ramp in a single span was chosen. The load effects were calculated using the SCIA Engineer program, and the results were processed in MS EXCEL. The structure was assessed for the ultimate limit state and the serviceability limit state. The design was made according to applicable standards and regulations.
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Reinforced beam bridge over the Krupá River
Šťavík, Jakub ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
Bachelor’s thesis describes the design of a bridge over the river Krupa on a local road in Stare Mesto. The main structure is designed as a reinforced concrete girder simply placed structure. Loading, design and assessment of structure is solved according to applicable standards CSN and EN. Calculate the effects of the load are carried in part by a manual calculation and in calculation program Scia Engineer 2014. Design and asses are carried only by the manual calculation. The thesis includes used materials, statically analysis and drawing documentation.
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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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Slab reinforced concrete bridge
Kalísová, Eva ; Požár, Michal (referee) ; Panáček, Josef (advisor)
The subject of work is design supporting bridge construction at urban area Frydlant across creet Rasnice. This object location is on the local road at cross point 0,079 km. The aim is to propose a vertical structure with one field, proposes to adapt the position in, which is proposed in three variants. It is a variant changes shape supporting structures, the maximum height oh the structure is 0,645m. The first variant is a slab constant rectangular section.The seccond variant is a slab of variable selection with beveled the slope. The third is slope shape of parabole 2. Selected by detail and assessment the first variant was chosen with a longth of bridge 8m. The calculation of load effects is done by computer softwares Scia Engineer 15.3 and compared with a manual calculation according to current standards.
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Girder bridge over the Lužnice River
Vaculíková, Klára ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The subject of the Bachelor thesis is the design of the bridge across the river Lužnice. The main topic is the design and calculation of the supporting single-span bridge construction. Three options were developed, the beam constructions and the variant of prestressed prefabricate beams. There was chosen the first option. The structure is post-tensioned. The static model and analysis of the structure has been performed using Scia Engineer 2012.0. Simplified calculations has been done by hand according to Eurocode. The calculation is made without the influence of creep, shrink and time analysis.
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Slab reinforced concrete bridge
Kalísová, Eva ; Požár, Michal (referee) ; Panáček, Josef (advisor)
The subject of work is design supporting bridge construction at urban area Frydlant across creet Rasnice. This object location is on the local road at cross point 0,079 km. The aim is to propose a vertical structure with one field, proposes to adapt the position in, which is proposed in three variants. It is a variant changes shape supporting structures, the maximum height oh the structure is 0,645m. The first variant is a slab constant rectangular section.The seccond variant is a slab of variable selection with beveled the slope. The third is slope shape of parabole 2. Selected by detail and assessment the first variant was chosen with a longth of bridge 8m. The calculation of load effects is done by computer softwares Scia Engineer 15.3 and compared with a manual calculation according to current standards.
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Reinforced beam bridge over the Krupá River
Šťavík, Jakub ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
Bachelor’s thesis describes the design of a bridge over the river Krupa on a local road in Stare Mesto. The main structure is designed as a reinforced concrete girder simply placed structure. Loading, design and assessment of structure is solved according to applicable standards CSN and EN. Calculate the effects of the load are carried in part by a manual calculation and in calculation program Scia Engineer 2014. Design and asses are carried only by the manual calculation. The thesis includes used materials, statically analysis and drawing documentation.
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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 over the Lužnice River
Vaculíková, Klára ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The subject of the Bachelor thesis is the design of the bridge across the river Lužnice. The main topic is the design and calculation of the supporting single-span bridge construction. Three options were developed, the beam constructions and the variant of prestressed prefabricate beams. There was chosen the first option. The structure is post-tensioned. The static model and analysis of the structure has been performed using Scia Engineer 2012.0. Simplified calculations has been done by hand according to Eurocode. The calculation is made without the influence of creep, shrink and time analysis.
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