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Park garage
Šramota, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The main aim of this master´s thesis is designing parking garage including access ramps situated in Ústí nad Labem. Dimensions of parking garage is 58,6x31,1 m. As a support system of construction are used steel-concrete composite elements. The calcuation was done by manual calcuation.
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Design of Load Bearing Concrete Structure
Tuchyňová, Andrea ; Šimůnek, Petr (referee) ; Štěpánek, Petr (advisor)
This diploma thesis is dealing with frame multi-storey garage structure, mainly with its slab. According to the assignment there was made a parametrical study. It contains the comparision of three construction versions: solid slab, slab with void formers Cobiax and prestressed concrete slab. At the chosen variant the 3D mathematical model, which was created in software Scia Engineer, was specified and the construction was designed according to ultimate limit state and serviceability limit state. The outlet of this thesis is structural design and drawings with all designed items
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Design of Load Bearing Concrete Structure
Tuchyňová, Andrea ; Šimůnek, Petr (referee) ; Štěpánek, Petr (advisor)
This diploma thesis is dealing with frame multi-storey garage structure, mainly with its slab. According to the assignment there was made a parametrical study. It contains the comparision of three construction versions: solid slab, slab with void formers Cobiax and prestressed concrete slab. At the chosen variant the 3D mathematical model, which was created in software Scia Engineer, was specified and the construction was designed according to ultimate limit state and serviceability limit state. The outlet of this thesis is structural design and drawings with all designed items
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Park garage
Šramota, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The main aim of this master´s thesis is designing parking garage including access ramps situated in Ústí nad Labem. Dimensions of parking garage is 58,6x31,1 m. As a support system of construction are used steel-concrete composite elements. The calcuation was done by manual calcuation.
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