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Storage Hall
Filip, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The bachelor thesis deals with design of steel supporting structure of storage hall located in Vyškov. The hall has span of 36 m, length 48 m and inside height 6 m. The structure is made as purlin system with gable roof truss frames. Distance of frames is 6 m. Frames are made of doubled L profiled beams, conected by welding. Purlins consist of IPE and HEA profiled beams. The steel used in the project is S235 except for tension rods which are made of S355 steel. Following software was used while creating the thesis Autocad, Dlubal RFEM 5 and Microsoft Office. Output of this thesis is static calculation, drawings and technical report.
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Static provision of castle
Kulla, Lukáš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages of construction and to consider the proposal in terms of ensuring the resistance of materials. Finally create a detailed documentation in the range suitable for performance. Based on engineering geology and visual survey was designed horizontal bracing prestressing cables at three levels. The first level "A" consists of a closed circuit of prestressed reinforced concrete passports, supplemented by the cross and construction of prestressed reinforced concrete passports. Next level "B,C" is used to secure the top of the building. Levels “B,C” are proposed using prestressed cable in spare cable channels.
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Storage Hall
Filip, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The bachelor thesis deals with design of steel supporting structure of storage hall located in Vyškov. The hall has span of 36 m, length 48 m and inside height 6 m. The structure is made as purlin system with gable roof truss frames. Distance of frames is 6 m. Frames are made of doubled L profiled beams, conected by welding. Purlins consist of IPE and HEA profiled beams. The steel used in the project is S235 except for tension rods which are made of S355 steel. Following software was used while creating the thesis Autocad, Dlubal RFEM 5 and Microsoft Office. Output of this thesis is static calculation, drawings and technical report.
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Static provision of castle
Kulla, Lukáš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages of construction and to consider the proposal in terms of ensuring the resistance of materials. Finally create a detailed documentation in the range suitable for performance. Based on engineering geology and visual survey was designed horizontal bracing prestressing cables at three levels. The first level "A" consists of a closed circuit of prestressed reinforced concrete passports, supplemented by the cross and construction of prestressed reinforced concrete passports. Next level "B,C" is used to secure the top of the building. Levels “B,C” are proposed using prestressed cable in spare cable channels.
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