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Pedestrian Footbridge over Railway Station
Hurych, Marek ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The diploma thesis deals with design of loadbearing stell structure of a footbridge across the railway station. Footbridge is situated in the city centre of Brno with total length of 135 meters. For comparison, three bridging variants are predesigned and a varints comparison is made. The selected option was developed in greater detail. It is an arched structure with a semithrough bridge deck and adjacent span with support of oblique column. The main loadbearing structure consists of a pair of pin-supported arches inclited to each other at an angle of 11°. Arches support beams with susperder, the beams are conected by ortotropic steel deck. All load-bearing elements are designed from S355 stell. Spatial rigidity of the structure is ensured by tilting of the arches and by truss bracing at the top of the arch in combination with rigid struts of arch. Spatial rigidity of the superted deck is ensured by ortotropic steel deck.
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Pedestrian bridge
Morks, Vojtěch ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.
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Pedestrian Footbridge over Railway Station
Hurych, Marek ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The diploma thesis deals with design of loadbearing stell structure of a footbridge across the railway station. Footbridge is situated in the city centre of Brno with total length of 135 meters. For comparison, three bridging variants are predesigned and a varints comparison is made. The selected option was developed in greater detail. It is an arched structure with a semithrough bridge deck and adjacent span with support of oblique column. The main loadbearing structure consists of a pair of pin-supported arches inclited to each other at an angle of 11°. Arches support beams with susperder, the beams are conected by ortotropic steel deck. All load-bearing elements are designed from S355 stell. Spatial rigidity of the structure is ensured by tilting of the arches and by truss bracing at the top of the arch in combination with rigid struts of arch. Spatial rigidity of the superted deck is ensured by ortotropic steel deck.
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Pedestrian bridge
Morks, Vojtěch ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.
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