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Multi-purpose sports building in Plzeň
Krňa, Peter ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The bachelor's thesis deals with the design of the load-bearing steel structure of the multi-purpose sports hall in Plzen. The floor plan of the building is rectangular with dimensions of 32 x 54 m. The total height of the hall to the ridge of the roof is 11.2 m. The main frames consist of two fixed columns and a lattice truss. The distance of the main frames is chosen after 6 m. Spatial rigidity of the structure in transverse way is supported by main frames, in the longitudinal way is supported by bracing. The construction material is steel S235.
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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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Static verification and variant design of steel structure of administrative building of Gasworks in Brno - Radlas
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this master´s thesis is a recalculation of the existing structure, design, static analysis and economic comparison of two variants of this bearing structure of the administrative building Jihomoravská plynárenská located in Brno. Ground plan dimensions and height of both these variants are based on existing disposition of the building. The diameter of the circular floor plan is 16,088 m and height of the structure is 29,46 m. With this new proposal of solution A and B, lower weight of structure in comparison to the existing state has been reached. Both variants have a bearing column in the middle of floor plan and new solution of ceiling structure. The most advantageous from the economic and assembly point of view is variant B. Design of this variant was processed in detail.
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Theoretical design of the steel production hall
Ratica, Filip ; Strejček, Jan (referee) ; Kalivoda, Milan (advisor)
The bachelor´s thesis contains a summary of the steel structural types of the halls and the principles of designing the steel supporting structure of the hall building. The thesis deals with the design of the layout of the hall, the individual elements of the structure, such as columns, purlins, trusses, crane runway and also roof and perimeter cladding. Furthermore, the thesis contains machining and other processes in the production of steel structural elements of the hall. And finally, the technical and economic requirements and costs of the construction of the steel hall are evaluated.
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Theoretical design of the steel production hall
Ratica, Filip ; Strejček, Jan (referee) ; Kalivoda, Milan (advisor)
The bachelor´s thesis contains a summary of the steel structural types of the halls and the principles of designing the steel supporting structure of the hall building. The thesis deals with the design of the layout of the hall, the individual elements of the structure, such as columns, purlins, trusses, crane runway and also roof and perimeter cladding. Furthermore, the thesis contains machining and other processes in the production of steel structural elements of the hall. And finally, the technical and economic requirements and costs of the construction of the steel hall are evaluated.
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Static verification and variant design of steel structure of administrative building of Gasworks in Brno - Radlas
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The subject of this master´s thesis is a recalculation of the existing structure, design, static analysis and economic comparison of two variants of this bearing structure of the administrative building Jihomoravská plynárenská located in Brno. Ground plan dimensions and height of both these variants are based on existing disposition of the building. The diameter of the circular floor plan is 16,088 m and height of the structure is 29,46 m. With this new proposal of solution A and B, lower weight of structure in comparison to the existing state has been reached. Both variants have a bearing column in the middle of floor plan and new solution of ceiling structure. The most advantageous from the economic and assembly point of view is variant B. Design of this variant was processed in detail.
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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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