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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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The bridge reconstruction
Schafferová, Denisa ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The aim of the bachelor thesis was to assess the load-bearing capacity of the existing load-bearing structure and to verify the effects of prestressing cables. Assessments were performed to comply with the ultimate limit state and serviceability limit state according to valid Europeans standards. Structural design was calculated by hand and partially checked with SCIA Engineer 20.0 software using ortothropic behavior for plates. The thesis includes detailed drawings of the existing structure.
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Bridge over the Senice river
Urbánek, Filip ; Velešík, Marek (referee) ; Panáček, Josef (advisor)
This bachelor's thesis deals with the design of a road bridge over the Senice river. In the beginning of the thesis there are designed three variations of the bridge. The variation with prestressed prefabricated girders with composite slab is chosen for more detailed assessment. Time-dependent analysis is taken into account in the structural design. Detailed structural design is made and selected parts of the construction are checked for ultimate and serviceability limit state by Eurocode. Detailed drawings and visualization are made as well.
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Bridge over the Senice river
Urbánek, Filip ; Velešík, Marek (referee) ; Panáček, Josef (advisor)
This bachelor's thesis deals with the design of a road bridge over the Senice river. In the beginning of the thesis there are designed three variations of the bridge. The variation with prestressed prefabricated girders with composite slab is chosen for more detailed assessment. Time-dependent analysis is taken into account in the structural design. Detailed structural design is made and selected parts of the construction are checked for ultimate and serviceability limit state by Eurocode. Detailed drawings and visualization are made as well.
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The bridge reconstruction
Schafferová, Denisa ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The aim of the bachelor thesis was to assess the load-bearing capacity of the existing load-bearing structure and to verify the effects of prestressing cables. Assessments were performed to comply with the ultimate limit state and serviceability limit state according to valid Europeans standards. Structural design was calculated by hand and partially checked with SCIA Engineer 20.0 software using ortothropic behavior for plates. The thesis includes detailed drawings of the existing structure.
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|
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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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