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Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Advanced techniques in nanoindentation testing
Břečka, Jan ; Tkachenko, Serhii (referee) ; Čížek, Jan (advisor)
The aim of this thesis is to determine the suitability of using advanced indentation methods for various materials. These advanced measurement methods are described in detail and subsequently compared in terms of time complexity and accuracy of the elastic modulus and the hardness measurement. The tested materials were copper and silica. The comparison of the methods is carried out at different views and gives a general overview of advantages of these methods.
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Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
|
|
|
Advanced techniques in nanoindentation testing
Břečka, Jan ; Tkachenko, Serhii (referee) ; Čížek, Jan (advisor)
The aim of this thesis is to determine the suitability of using advanced indentation methods for various materials. These advanced measurement methods are described in detail and subsequently compared in terms of time complexity and accuracy of the elastic modulus and the hardness measurement. The tested materials were copper and silica. The comparison of the methods is carried out at different views and gives a general overview of advantages of these methods.
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