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Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
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Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Multi-storey building
Stavrovský, Jiří ; Straka,, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the six-storey steel structure of rectangular plan with dimensions of 35,2 x 83,2 m and a height of 18,5 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Multi-storey building
Hrycík, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Thesis deals with design of steel structure multi-storey office building. Specifically, it is the eight-storey steel structure of rectangular plan with dimensions of 15.4 x 54.4 m and a height of 29.2 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia. It is designed structural arrangement, static action, load analysis, calculation of internal forces, the design of dimensions and connections solutions. Thesis includes drawing documentation. The structure is designed in a variant with a frame joints and in variant with articulated joints. Variant with articulated joints is further processed.
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Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Multi-storey building
Hrycík, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Thesis deals with design of steel structure multi-storey office building. Specifically, it is the eight-storey steel structure of rectangular plan with dimensions of 15.4 x 54.4 m and a height of 29.2 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia. It is designed structural arrangement, static action, load analysis, calculation of internal forces, the design of dimensions and connections solutions. Thesis includes drawing documentation. The structure is designed in a variant with a frame joints and in variant with articulated joints. Variant with articulated joints is further processed.
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|
|
Multi-storey building
Stavrovský, Jiří ; Straka,, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the six-storey steel structure of rectangular plan with dimensions of 35,2 x 83,2 m and a height of 18,5 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Roof structure of terminal building
Matouš, Petr ; Bukovská, Pavla (referee) ; Röder, Václav (advisor)
The supporting structure of the roof of terminal building is designed as a combination of trusses glued laminated timber, purlins and columns of solid wood and steel poles supports and rods. Truss is mounted on steel columns and supported by steel lattice structures and wooden pillars.
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