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The sport hall in Luhačovice
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis is to design and assess a timber structure roof of a sport hall. The building is located to Luhačovice, Zlín district. Ground plan dimensions are 35 × 55 m, the height is 12 m. The main bearing element is created by a bent plate girder, that function as a double-hinge arc. The structural material includes glued laminated timber, solid timber and connecting steel elements. Spatial stability of structure is ensured by purlins and lateral steel stiffeners. The substructure is designed as strip foundations and anchor block made from concrete. Gable walls are supported by columns and horizontal lintels.
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Car show room in Olomouc
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is structural design of a car showroom building in Olomouc. The layout dimensions are 16 x 37 m, the roof is designed as a 5° slope half span roof with cantilever hanging of 6 m. Roof layout dimensions are therefore 22 x 37 m. The object is designed as a two – storey building with two levels of second floor. Maximum height of the structure is about 9,0 m. The design is based on a study of two materiál variants – timber and steel structure. More suitable variant was chosen and following drawings, structural design report and technical report were processed. Main structural system is designed as a one rigid corner column – girder connection, 6 m axis dimensions. Main structural material is a glued laminated timber, completed with coniferous timber and steel elements. The roofing is supported by rafters which are connected to the main roof truss. Bearing element of floors is a Novatop Element structural systém. The spatial rigidity of structure is ensured by steel stiffeners. Structural analysis was carried out by finite element method in software Scia Engineer 21, where the design of the basic elements for ultimate limit state and serviceability limit state was made. Connection design was processed manuály and with software Idea Statica and Hilti Engineering Suite.
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Car show room in Olomouc
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is structural design of a car showroom building in Olomouc. The layout dimensions are 16 x 37 m, the roof is designed as a 5° slope half span roof with cantilever hanging of 6 m. Roof layout dimensions are therefore 22 x 37 m. The object is designed as a two – storey building with two levels of second floor. Maximum height of the structure is about 9,0 m. The design is based on a study of two materiál variants – timber and steel structure. More suitable variant was chosen and following drawings, structural design report and technical report were processed. Main structural system is designed as a one rigid corner column – girder connection, 6 m axis dimensions. Main structural material is a glued laminated timber, completed with coniferous timber and steel elements. The roofing is supported by rafters which are connected to the main roof truss. Bearing element of floors is a Novatop Element structural systém. The spatial rigidity of structure is ensured by steel stiffeners. Structural analysis was carried out by finite element method in software Scia Engineer 21, where the design of the basic elements for ultimate limit state and serviceability limit state was made. Connection design was processed manuály and with software Idea Statica and Hilti Engineering Suite.
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The sport hall in Luhačovice
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis is to design and assess a timber structure roof of a sport hall. The building is located to Luhačovice, Zlín district. Ground plan dimensions are 35 × 55 m, the height is 12 m. The main bearing element is created by a bent plate girder, that function as a double-hinge arc. The structural material includes glued laminated timber, solid timber and connecting steel elements. Spatial stability of structure is ensured by purlins and lateral steel stiffeners. The substructure is designed as strip foundations and anchor block made from concrete. Gable walls are supported by columns and horizontal lintels.
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