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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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Steel Structure of the Office Building
Stavrovský, Jiří ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.
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Steel Structure of the Office Building
Stavrovský, Jiří ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.
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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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