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Flyover crossing Hlavní street in Frýdek-Místek
Pěkník, Robin ; Klusáček,, Ladislav (referee) ; Panáček, Josef (advisor)
The subject of the Bachelor´s thesis is the design of the flyover crossing Hlavní street in Frýdek-Místek. The main topic is static calculation of supporting construction of one span bridge. Two studies were executed and the second option with pre-stressed prefabricated beams VSTI2000 was chosen. The beams are 18 meters long and coupled with a reinforced concrete slab. 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 creep, shrink and time analysis.
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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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Design of bridge over Kyjovka river
Zlatuška, Karel ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The subject of Bachelor’s thesis is the design of the road bridge over the Kyjovka river on the Na Šlajsi street in Lanžhot. The work is focused on the detailed static analysis of the one span load bearing structure made of reinforced concrete. Two alternative versions have been designed and one of these was further assessed in the static calculation. The chosen version is a parapet girder composed of two main longitudinal members of variable section height. These girders are connected together with a deck slab which is supported by tapered cross beams. The theoretical span of the construction is 13 meters. The static model is created and solved in software Scia Engineer 2013.1 and its results are controlled manually according to the principles of basic structural mechanics and linear elasticity. Assessments are calculated by hand according to Eurocode. In the calculation only vertical load effects are considered.
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Bridge over the Lomnice river
Klein, Vojtěch ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this thesis is to design a bridge across the river Lomnice in Mirotice. It was designed in three variants. For detailed solving was chosen post-tensioned girder structure. Calculation of internal forces was made on the computational model in Scia Engineer 2013.1. The checks were counted manually in accordance with European standards.
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Road bridge over the Trkmanka river in Velké Pavlovice
Coufal, Jakub ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The subject of this thesis is the design of the bridge constructino across the river Trkmanka in Velké Pavlovice. The supporting structure consists of a reinforced concrete slab on one field. The load was calculated in Scia Engineer software and compared with a simplified method of calculation of effective width. Static calculation was continued counted manually.
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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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Slab bridge over the Lužnice River
Bárta, Vojtěch ; Zich, Miloš (referee) ; Panáček, Josef (advisor)
The goal of this bachelor´s thesis is to design a slab bridge over the Lužnice river. The bridge consists of a one span. Implementation was designed in three studies, of which is developed in detail the study of prestressed monolithic slab. To create a static model and to calculate the internal forces is used Scia Engineer 2012. The assessment is processed manually according to European standards. Losses of preload are estimated, the effect of shrinkage and creep is neglected.
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Slab bridge in Frýdlant
Vozdová, Klára ; Hochman, Dominik (referee) ; Panáček, Josef (advisor)
The subject of bachelor’s thesis is to design a new one-span bridge construction across creek Řasnice in Frýdlant. Construction is proposed in three variants. For detailed design and assessment was chosen reinforced concrete slab. Calculation of load effects was performed using the computer program Scia Engineer and compared with the manual method of co-latitude records. The construction is designed according to current standards.
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