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Steel structure of sport hall
Ceh, Ondřej ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
This thesis contains a design of steel structure of a sport hall placed in the city of Zábřeh na Moravě. The ground dimensions are 29 x 62,5 m, height is 10 m. The steel structure of a roof is based on frames with a span of 29 m and purlins from open cold rolled profiles. A structural material of frames is steel S355 grade, a structural material of purlins is S450 grade. A bolted connection of the frame will be done according to the maximal rigidity and feasibility of the structure.
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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Trade and Exibition hall
Erban, Jakub ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The Master´s thesis is focused on the design and structural analysis of the hall serving for businnes and exhibitons purposes that is strained by the permanent load, climatic and operational load. The construction is located in the area Opava. The hall is designed as intersection of two domes. The diametr of smaller one is 38,0 m and diametr of bigger one is 50,0 m. Maximum high of the construction reach 15,150 m. The main carrier elements of the structure are beams made from glued laminated timber, class GL24h.
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Steel structure of sport hall
Ceh, Ondřej ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
This thesis contains a design of steel structure of a sport hall placed in the city of Zábřeh na Moravě. The ground dimensions are 29 x 62,5 m, height is 10 m. The steel structure of a roof is based on frames with a span of 29 m and purlins from open cold rolled profiles. A structural material of frames is steel S355 grade, a structural material of purlins is S450 grade. A bolted connection of the frame will be done according to the maximal rigidity and feasibility of the structure.
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Trade and Exibition hall
Erban, Jakub ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The Master´s thesis is focused on the design and structural analysis of the hall serving for businnes and exhibitons purposes that is strained by the permanent load, climatic and operational load. The construction is located in the area Opava. The hall is designed as intersection of two domes. The diametr of smaller one is 38,0 m and diametr of bigger one is 50,0 m. Maximum high of the construction reach 15,150 m. The main carrier elements of the structure are beams made from glued laminated timber, class GL24h.
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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