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Roofing of the platforms in Vyškov bus station
Kalivoda, Tomáš ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of bachelor´s thesis is the design and static assessment of the new roofing of the platforms in Vyškov bus station. The design is divided into two separate structures. The ground plan proportions of first structure are 54 x 7,1 m with 8 m height and the second 20 x 5,8 m with 7 m height. All dimensions are based on the nominal dimensions of the buses and their clearance heights. Steel S355, coniferous wood C14 and stainless steel 42crmo4 are used as construction materials.
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The bridge among buildings
Chaloupka, Petr ; Ing.Karel Sýkora (referee) ; Puchner, Josef (advisor)
This master's thesis deals with the designing of the appropriate supporting steel structure footbridge for pedestrians. The footbridge is used to connect two separate buildings (buildings D and Z at the Faculty of Civil Engineering Brno University of Technology). Four variants have been designed about solutions supporting steel structure. The final variant was prepared in detail and was carried out static assessment of the individual elements and selected details. The main supporting structure of this variant are two trusses. Diagonals of these trusses are designed linkage system of Macalloy 460. Bridge deck is designed of composite steel a concrete board with crossbars. The footbridge is designed as simple beam with an overhanging end. Length span is 34.8 m, length overhanging ends is 5.8 meters. The total length of the footbridge is 40.6 meters. Width of footbridge is 2.8 meters. Free width is 2 meters. In the cross point with the axis of local road is height of footbridge above ground 4.43 meters. Next to the building Z, there is a footbridge stored on a concrete support, near the building D, the footbridge is stored on a steel frame of support. The footbridge is deposited on elastomeric bearings. The footbridge is being protected from the weather. The sheating of the building is designed by Wictec 60 system. The master's thesis also contains drawing documentation of the proposed solution.
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Roofing of the platforms in Vyškov bus station
Kalivoda, Tomáš ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of bachelor´s thesis is the design and static assessment of the new roofing of the platforms in Vyškov bus station. The design is divided into two separate structures. The ground plan proportions of first structure are 54 x 7,1 m with 8 m height and the second 20 x 5,8 m with 7 m height. All dimensions are based on the nominal dimensions of the buses and their clearance heights. Steel S355, coniferous wood C14 and stainless steel 42crmo4 are used as construction materials.
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The bridge among buildings
Chaloupka, Petr ; Ing.Karel Sýkora (referee) ; Puchner, Josef (advisor)
This master's thesis deals with the designing of the appropriate supporting steel structure footbridge for pedestrians. The footbridge is used to connect two separate buildings (buildings D and Z at the Faculty of Civil Engineering Brno University of Technology). Four variants have been designed about solutions supporting steel structure. The final variant was prepared in detail and was carried out static assessment of the individual elements and selected details. The main supporting structure of this variant are two trusses. Diagonals of these trusses are designed linkage system of Macalloy 460. Bridge deck is designed of composite steel a concrete board with crossbars. The footbridge is designed as simple beam with an overhanging end. Length span is 34.8 m, length overhanging ends is 5.8 meters. The total length of the footbridge is 40.6 meters. Width of footbridge is 2.8 meters. Free width is 2 meters. In the cross point with the axis of local road is height of footbridge above ground 4.43 meters. Next to the building Z, there is a footbridge stored on a concrete support, near the building D, the footbridge is stored on a steel frame of support. The footbridge is deposited on elastomeric bearings. The footbridge is being protected from the weather. The sheating of the building is designed by Wictec 60 system. The master's thesis also contains drawing documentation of the proposed solution.
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