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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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Bridge over the Valová river
Vytásek, Ondřej ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this work was to design a new bridge structure with one span. Several studies were carried out, from which I selected one, namely a monolithic single-beam variant made of prestressed concrete, which will replace the existing already unsatisfactory bridge. The bridge has a span of 28.94 m and a width of 9.6 m. Part of the work is a static calculation, drawings of reinforcement, shape and layout of the bridge.
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Design o the prestressed bridge structure
Schafferová, Denisa ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The aim of the master thesis is to elaborate a detailed design of the bridge structure. The structure is designed as a single-frame bridge with 2 spans with a total length of 55,7 m. The calculation of load effects is performed in Scia Engineer 22.0. The structure is examined for service limit state and ultimate limit state according to the valid European standards. MS Excel, IDEA StatiCa 23.0 and Beton FIN EC 2020 are used for the design of the cross-sections. The thesis contains detailed drawings of the designed parts.
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T-beam road bridge
Lipovský, Václav ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is the design a bridge structure. The bridge will transfer a road of a S7,5 category over local river. Three variants were designed, from which the most suitable one was selected and it was further designed. The selected load-bearing structure is an monolithic post-prestressed single-girder bridge with one span. The span of the structure is 28.0 m. The structure has been detailed processing and assessment of the structure for the ultimate limit state and service limit state. Detailed drawings and visualization followed.
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T-beam road bridge
Lipovský, Václav ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is the design a bridge structure. The bridge will transfer a road of a S7,5 category over local river. Three variants were designed, from which the most suitable one was selected and it was further designed. The selected load-bearing structure is an monolithic post-prestressed single-girder bridge with one span. The span of the structure is 28.0 m. The structure has been detailed processing and assessment of the structure for the ultimate limit state and service limit state. Detailed drawings and visualization followed.
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|
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Bridge over the Valová river
Vytásek, Ondřej ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The aim of this work was to design a new bridge structure with one span. Several studies were carried out, from which I selected one, namely a monolithic single-beam variant made of prestressed concrete, which will replace the existing already unsatisfactory bridge. The bridge has a span of 28.94 m and a width of 9.6 m. Part of the work is a static calculation, drawings of reinforcement, shape and layout of the bridge.
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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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