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Design of bridge on the motorway D48
Holuša, Adam ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
Diploma thesis deals with design of a new bridge on motorway D48 located on bypass of Frýdek – Místek. Total spread of the bridge is 113 meters. Thesis includes 3 studies. For next assesment was chosen concrete girder box construction with 3 spans. Bridge is bulit on falsework. Structural analysis includes influences of construction by TDA method. Load effect is solved in Scia Engineer 18.0. The assessment of the bridge was made according to EC.
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Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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Design of bridge on the motorway D48
Holuša, Adam ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
Diploma thesis deals with design of a new bridge on motorway D48 located on bypass of Frýdek – Místek. Total spread of the bridge is 113 meters. Thesis includes 3 studies. For next assesment was chosen concrete girder box construction with 3 spans. Bridge is bulit on falsework. Structural analysis includes influences of construction by TDA method. Load effect is solved in Scia Engineer 18.0. The assessment of the bridge was made according to EC.
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Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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