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Steel Structure of Industrial Building
Buchta, Vojtěch ; Horáček, Martin (referee) ; Brosch, Petr (advisor)
The diploma thesis deal with design of a technological building in Ostrava serving for the sorting of slag to enagle its sequential use. Geometry of the structure was customized to technological requests. Static system was considered in two versions – joint connections with vertical bracing and omni-directional frame. For detail processing was chosen the joint one, besause it showed up as more advantageous. Static calculation was performed by Scia Engineer 14 software, then some typical connections and drawings were manually designed.
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Watchtower in Brno Kohoutovice
Komárek, Ondřej ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.
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Steel structure of a pool
Dovičic, Boris ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Bachelor thesis deals with the design and assessment of the steel structure of the pool hall in the locality of Brno-center (Lužánky). The hall has the floor plan of a rectangle measuring 30x42m. The highest point of the steel structure of the building is at a height of 10,940 m above ground level, the minimum clearance is 7,340 m. The load-bearing steel structure of the building consists of a rectangular system of girders and purlins. The shape of the truss is determined by the upper chord and lower chord. The upper chord is an arc with a radius of 57.3 m, the lower chord is flat with 2 rotation. The centre to centre spacing of the individual main truss is 6 m. The main load-bearing columns and gable columns are pin-supported on round concrete feet from circular hollow section.
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Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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Steel structure of a pool
Dovičic, Boris ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Bachelor thesis deals with the design and assessment of the steel structure of the pool hall in the locality of Brno-center (Lužánky). The hall has the floor plan of a rectangle measuring 30x42m. The highest point of the steel structure of the building is at a height of 10,940 m above ground level, the minimum clearance is 7,340 m. The load-bearing steel structure of the building consists of a rectangular system of girders and purlins. The shape of the truss is determined by the upper chord and lower chord. The upper chord is an arc with a radius of 57.3 m, the lower chord is flat with 2 rotation. The centre to centre spacing of the individual main truss is 6 m. The main load-bearing columns and gable columns are pin-supported on round concrete feet from circular hollow section.
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|
|
Watchtower in Brno Kohoutovice
Komárek, Ondřej ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.
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|
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Steel Structure of Industrial Building
Buchta, Vojtěch ; Horáček, Martin (referee) ; Brosch, Petr (advisor)
The diploma thesis deal with design of a technological building in Ostrava serving for the sorting of slag to enagle its sequential use. Geometry of the structure was customized to technological requests. Static system was considered in two versions – joint connections with vertical bracing and omni-directional frame. For detail processing was chosen the joint one, besause it showed up as more advantageous. Static calculation was performed by Scia Engineer 14 software, then some typical connections and drawings were manually designed.
|
|
|
Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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