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Sports building in Bystřice pod Hostýnem
Milich, Marek ; Štrba,, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this bachelor´s thesis is to design and statically examine a bearing structure of sports building in Bystřice pod Hostýnem. The core bearing structure with ground area measuring 28 x 43,4 m consists of steel frames from rolled sections. Scia Engineer 2010 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were double-checked with a hand calculation of a few subelements
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Sport hall in Jihlava
Milich, Marek ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-chcecked with a hand assessment of the structure elements.
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Tennis hall in Brno
Brozmanová, Dagmar ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is structural assessment of the steel construction of tennis hall. The ground plan dimensions of this hall, located in Brno, are 66,0 x 42,0 m. The height of the structure above the ground is 13,539 m. The load-bearing structure consists of arched truss girders, which are anchored to concrete panels using pins. The distance between the arched truss girders is 6,0 m. The spatial rigidity of the structure is enshured with purlins and bracings. Front walls consists of columns and girts. The structure elements are made of steel class S235JR+AR. Wall and roof cladding consists of sandwich panels.
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Sports Field Roofing Structure
Chalupa, Miroslav ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The design and the static estimation of the load-bearing steel structure of tribune roofing of the football stadium are the subject of this thesis. The football stadium is located in Brno. The main bearing system consists of 16 radially arranged truss girders with the console lining of 39,9 m. Column “trees” always support a pair of truss girders. The plan dimensions of the structure are 63,2 m x 155,0 m. The roof height above the ground level is 52,0 m. There were two variant of analysis elaborated. The design is made in accordance with the valid ČSN EN standards.
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Optimizing the Delivery Process at the E-shop Branch
Illek, Adam ; Juřica, Pavel (referee) ; Videcká, Zdeňka (advisor)
The subject of the thesis is to find a way to optimize the checkout process at a branch of an online store. By means of process analysis, graphic design of the branch and warehouse layout and analysis of primary and secondary data, a proposal was developed after their subsequent evaluation, which should streamline the checkout process and thus reduce the values of the monitored process metrics.
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Tennis hall in Brno
Brozmanová, Dagmar ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is structural assessment of the steel construction of tennis hall. The ground plan dimensions of this hall, located in Brno, are 66,0 x 42,0 m. The height of the structure above the ground is 13,539 m. The load-bearing structure consists of arched truss girders, which are anchored to concrete panels using pins. The distance between the arched truss girders is 6,0 m. The spatial rigidity of the structure is enshured with purlins and bracings. Front walls consists of columns and girts. The structure elements are made of steel class S235JR+AR. Wall and roof cladding consists of sandwich panels.
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Investment analysis of Lockheed Martin stock
Stefanská, Eugenie ; Veselá, Jitka (advisor) ; Mazáček, David (referee)
This bachelor thesis is focused on the fundamental analysis of Lockheed Martin stock. Fundamental analysis is divided into three main levels - global, sectoral, and corporate level. These levels correspond to three main chapters. In the first chapter we will examine the scale of macroeconomic impact on the stock market, in the second chapter we will explore the arms industry branch and the third chapter will focus on value calculation of the stock we picked. The conclusion will be an investment recommendation for a specific title. The outcome of this his work is a complex assessment of the stock title and its attractiveness to investors.
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Sport hall in Jihlava
Milich, Marek ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-chcecked with a hand assessment of the structure elements.
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