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Multifunctional multi-storey building
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this thesis is a design of a multifunctional multi-storey building consisting of six floors which is located in Česká Třebová. The floor dimensions of structure are 56,5 x 26,5 m and its height is 22,150 m. The building is covered with green roof. The mail load bearing structure consists of primary beams, secondary beams, columns and vertical bracing. The floor structure is designed as a composite steel and concrete structure. The spatial rigidity of the structure is secured with vertical bracing and rigid concrete roof slab. Main used materials are structural steel S235, S355 and concrete of grade C25/30.
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Shopping centre
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this diploma thesis is a design of a bearing structure of a shopping center, situated in Brno. The structure is a U-shaped building with horizontal dimensions 120 x 45 m. In the front of the building there is a structure in a shape of a tower 24 m tall that is embedded into the main part. Beside this part, the building is covered with green roof. Materials used are steel S355 and concrete C25/30. The structure consists of columns and horizontal beams. The stiffness is secured by vertical stiffeners and by floor structures from reinforced concrete. Two variants were designed and compared. One is composite steel and concrete structure, the other one is just a steel structure. After evaluating both variants, the composite one was chosen and elaborated in more detail. Calculations were done according to valid Eurocodes.
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Multifunctional multi-storey building
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this thesis is a design of a multifunctional multi-storey building consisting of six floors which is located in Česká Třebová. The floor dimensions of structure are 56,5 x 26,5 m and its height is 22,150 m. The building is covered with green roof. The mail load bearing structure consists of primary beams, secondary beams, columns and vertical bracing. The floor structure is designed as a composite steel and concrete structure. The spatial rigidity of the structure is secured with vertical bracing and rigid concrete roof slab. Main used materials are structural steel S235, S355 and concrete of grade C25/30.
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