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Brno Tennis Hall
Szórád, Martin ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing steel structure of a tennis hall in Brno. The floor plan dimensions of the tennis hall are 36 x 72 m and a height of 10.2 m. The main load-bearing part of the structure consists of arched trusses with an axial distance of 6 m. The rigidity of the structure is ensured by transverse, longitudinal stiffeners and binding rafters. A wall cladding is placed on the gable columns. The steel used to design the structure is S235JR+AR.
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Static verification and variant design of roof structure of winter sport stadium in Jihlava city
Bulíček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main girders, purlins, roof bracing - have been evaluated according to actual normative rules. It is evident that the static assessment of the existing structure is satisfied from viewpoint of ultimate and serviceability limit states. The static assessment of the new structure is satisfied from the viewpoint of both limit states.
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Brno Tennis Hall
Szórád, Martin ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing steel structure of a tennis hall in Brno. The floor plan dimensions of the tennis hall are 36 x 72 m and a height of 10.2 m. The main load-bearing part of the structure consists of arched trusses with an axial distance of 6 m. The rigidity of the structure is ensured by transverse, longitudinal stiffeners and binding rafters. A wall cladding is placed on the gable columns. The steel used to design the structure is S235JR+AR.
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Static verification and variant design of roof structure of winter sport stadium in Jihlava city
Bulíček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main girders, purlins, roof bracing - have been evaluated according to actual normative rules. It is evident that the static assessment of the existing structure is satisfied from viewpoint of ultimate and serviceability limit states. The static assessment of the new structure is satisfied from the viewpoint of both limit states.
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