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Roofing of the grandstand in Pohořelice
Horníčková, Kateřina ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor’s thesis deals with the design of the steel structure roofing of the grandstand in Pohořelice. The plan dimensions of the structure are 19,35 x 5 m, the height is 3,35 m. The main load-bearing structure is a curved L-shaped frame with variable cross-section. Stability is complemented by couplings in vertical and roof planes. There are two braced bay. The roof structure is placed on wooden purlins. The construction material is steel S235 and wood class C20.
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Tribune
Janeček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The subject of the bachelor thesis is the design of the steel roof structure above the grandstand of the athletic stadium in Otrokovice. The structure is designed as a cantilever in the shape of an arc - the floor plan dimensions of the object are 17.3 x 54 m, the height of the structure above the ground is 12.5 m. The roof is made of arched trapezoidal sheets and is supported by purlins, which are deployed over an axial distance of 3 m on ten welded truss brackets. The truss brackets consist of two assembly parts and are 6 m apart. The stability of the structure is ensured by roof and longitudinal stiffeners. The structure is anchored in massive concrete foundations hidden in the terrain on which the grandstand is located.
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Roofing of tribune
Straka, Pavel ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this thesis was to design and assess the load-bearing structure of the grandstand roof at the sports stadium. The ground plan dimensions are 35x70 m. The object will be located in Moravské Budějovice. The construction is made of grade steel S355 and steel fasteners. Assessments were created for 2 variants. Variant A with truss, Variant B with plate girder. The truss variant, which is elaborated in more detail, was evaluated as more advantageous.
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Roofing of the grandstand in Pohořelice
Horníčková, Kateřina ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor’s thesis deals with the design of the steel structure roofing of the grandstand in Pohořelice. The plan dimensions of the structure are 19,35 x 5 m, the height is 3,35 m. The main load-bearing structure is a curved L-shaped frame with variable cross-section. Stability is complemented by couplings in vertical and roof planes. There are two braced bay. The roof structure is placed on wooden purlins. The construction material is steel S235 and wood class C20.
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|
|
Tribune
Janeček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The subject of the bachelor thesis is the design of the steel roof structure above the grandstand of the athletic stadium in Otrokovice. The structure is designed as a cantilever in the shape of an arc - the floor plan dimensions of the object are 17.3 x 54 m, the height of the structure above the ground is 12.5 m. The roof is made of arched trapezoidal sheets and is supported by purlins, which are deployed over an axial distance of 3 m on ten welded truss brackets. The truss brackets consist of two assembly parts and are 6 m apart. The stability of the structure is ensured by roof and longitudinal stiffeners. The structure is anchored in massive concrete foundations hidden in the terrain on which the grandstand is located.
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|
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Roofing of tribune
Straka, Pavel ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this thesis was to design and assess the load-bearing structure of the grandstand roof at the sports stadium. The ground plan dimensions are 35x70 m. The object will be located in Moravské Budějovice. The construction is made of grade steel S355 and steel fasteners. Assessments were created for 2 variants. Variant A with truss, Variant B with plate girder. The truss variant, which is elaborated in more detail, was evaluated as more advantageous.
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