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Double-T bridge over the Bebrava river
Hlavoň, Michal ; Formánek, Ing Martin (referee) ; Koláček, Jan (advisor)
The subject of diploma thesis is the design of the grinder over river Bebrava. The maintopic is static calculation of supporting construction of three span structure. Three varianties were executed, from these varianties was chosen pre-stressed girder bridge. The lenght of the spans is 23+29+23 m. Static model and effect of loading are solved in software SciaEngeneer 15.1. All calculations were performed in accordance with Eurokode.
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Slab bridge over the Krupá river
Hlavoň, Michal ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design of the new bridge according to EN 1992-1-1. The bridge is used to convert local road across the river Krupá. The bridge is designed as a plate with a full cross-section of the trapezium. Statically resolved as a bridge to support the storage of bridging length 12.2 m. Categories of communication is S7.5. Encumbered and assessment on the rezistance limit state and serviceability limit state is resolved according to the standards.
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Double-T bridge over the Bebrava river
Hlavoň, Michal ; Formánek, Ing Martin (referee) ; Koláček, Jan (advisor)
The subject of diploma thesis is the design of the grinder over river Bebrava. The maintopic is static calculation of supporting construction of three span structure. Three varianties were executed, from these varianties was chosen pre-stressed girder bridge. The lenght of the spans is 23+29+23 m. Static model and effect of loading are solved in software SciaEngeneer 15.1. All calculations were performed in accordance with Eurokode.
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|
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Slab bridge over the Krupá river
Hlavoň, Michal ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design of the new bridge according to EN 1992-1-1. The bridge is used to convert local road across the river Krupá. The bridge is designed as a plate with a full cross-section of the trapezium. Statically resolved as a bridge to support the storage of bridging length 12.2 m. Categories of communication is S7.5. Encumbered and assessment on the rezistance limit state and serviceability limit state is resolved according to the standards.
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