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Design of footbridge over I / 11 road in Ostrava
Mikhno, Yevgeniy ; Nečesal, Petr (referee) ; Marván, David (advisor)
The aim of this bachelor thesis is variant design and assessment of loadbearing structure of steel footbridge over I/11 route. Main superstructure will have two steel arched beams joined with lower orthotropic deck using suspenders in the „V“ shape. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.20. The span of the footbridge is 48,71 m, free width is 4 m, height is 7,5 m. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.
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Alternative design of steel footbridge over river Svratka on Bernáčkova street
Mikhno, Yevgeniy ; Nečesal, Petr (referee) ; Franc, David (advisor)
The aim of this bachelor thesis is alternative design and assessment of loadbearing structure of steel footbridge over river Svratka on Bernáčkova street in Brno. Main superstructure will have two steel-truss girders joined with lower orthotropic deck. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.13. The span of the footbridge is 52,5 m, free width is 5 m, height is variable. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.
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Footbridge for pedestrian and cycling traffic in Kunovice
Boček, Michal ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
Subject of this bachelor`s thesis is drafting and assessment supporting structure of footbridge for pedestrian and cycling traffic over a water flow. Footbridge is designed because of transfer of cycling path in Kunovice community, Uherské Hradiště district. Structure have two main girgers joined with lower deck. Structure is computed as space steel truss from tubes, including railing beams, with load in all direction. Margin of supporting structure is 26,550m, free width is 3,200m.
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Design of footbridge over I / 11 road in Ostrava
Mikhno, Yevgeniy ; Nečesal, Petr (referee) ; Marván, David (advisor)
The aim of this bachelor thesis is variant design and assessment of loadbearing structure of steel footbridge over I/11 route. Main superstructure will have two steel arched beams joined with lower orthotropic deck using suspenders in the „V“ shape. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.20. The span of the footbridge is 48,71 m, free width is 4 m, height is 7,5 m. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.
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Alternative design of steel footbridge over river Svratka on Bernáčkova street
Mikhno, Yevgeniy ; Nečesal, Petr (referee) ; Franc, David (advisor)
The aim of this bachelor thesis is alternative design and assessment of loadbearing structure of steel footbridge over river Svratka on Bernáčkova street in Brno. Main superstructure will have two steel-truss girders joined with lower orthotropic deck. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.13. The span of the footbridge is 52,5 m, free width is 5 m, height is variable. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.
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Footbridge for pedestrian and cycling traffic in Kunovice
Boček, Michal ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
Subject of this bachelor`s thesis is drafting and assessment supporting structure of footbridge for pedestrian and cycling traffic over a water flow. Footbridge is designed because of transfer of cycling path in Kunovice community, Uherské Hradiště district. Structure have two main girgers joined with lower deck. Structure is computed as space steel truss from tubes, including railing beams, with load in all direction. Margin of supporting structure is 26,550m, free width is 3,200m.
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