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Steel interior staircase in the polytechnical building in Bratislava
Redecha, Martin ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor thesis is the design and assessment of the supporting steel structure of the staircase in the multifunctional building in Bratislava. The staircase is located in the entrance atrium in an open space between the 1st floor to 3NP with a total height difference of 6850 mm floors. The approximate ground plan dimensions of the staircase construction are 5500 x 5100 mm. The construction of the staircase was designed from enclosed SHS 50x4 steel profiles in steel S355 J2. The construction system represents truss beams of various shapes that are connected to each other by horizontal and oblique dams. All rods are from the profile. Anchoring is rebuilt by anchor plates with a thickness of 15 mm with 4 chemical anchors and threaded rods M12, 8.8. The static calculation was the program by RFEM 6.06. Subsequently, manual calculation and assessment of the most stressed rods were made by internal forces and design and calculation of anchoring. The C-Fix Online program 1.1.58.1 Fischer was also used to design chemical anchors.
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An Examination of Financial Situation of the Company Using Time Series
Pšenčík, Jiří ; Novotná, Veronika (referee) ; Doubravský, Karel (advisor)
This thesis deals with financial analysis and evaluation of the situation of PKD, Ltd. between 2004 and 2008. Work consists of practical and theoretical parts. The theoretical parts are used in specified economic indicators and the theoretical basis of statistical analysis. The practical part will focus on the assessment of the financial situation with financial indicators and their representation in the time series by using regression curves.
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REBUILDING OF THE INDUSTRY AREALS AND ZONES - LAUNDRY FACTORY "CHRIŠTOF" IN VYŠKOV
Opatrný, Vladimír ; Pospíšil, Zdeněk (referee) ; Boháč, Ivo (advisor)
REBUILDING OF THE INDUSTRY AREALS AND ZONES - LAUNDRY FACTORY "CHRIŠTOF" IN VYŠKOV. The proposal was approached as to the overall redevelopment area, leaving one central building. Furthermore, it accommodated a number of new buildings for shops, offices and housing. Urban design responds to the surrounding buildings and orientation to the cardinal. Part of the area is used as a park for recreation and sports activities. Overall, this is a change from the closed obsolete and unused territory which becomes a public space for shopping, dining, living and sports.
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Exhibition Pavilion
Badár, Tomáš ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure exhibition pavilion. The building is situated in Brno. The construction is processed in two options. The option A is designed in variant of arched space frame. The internal ground plan dimensions of the building are 42 x 72 meters. Space frame is hinged to the structure of columns. Height in the top of the ship is 16,834 metres. The option B is designed in variant arched truss. The internal ground plan dimensions of the building are 42 x 70 meters. Arched truss is hinged to the structure of columns. Height in the top of the ship is 18,334 metres. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The main material will be used steel S235.
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Theatre House in Kuřim
Petr, Radovan ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The theme of the master´s theses is to design a wooden structure of city theater with internal steel construction. The concept of wooden structure is developed in two versions according to standard ČSN EN. The theses solve the static effect of the construction and design of individual parts and materials. Theater has dimensions 49.0 x 25.6 m, max. height of 12.5 meters. The construstion is devise to withstand a weight and applicability. The supporting structure of the roof is solved using by 13 arched plate girders. The second variant is designed as arched truss girders. The gable wall is glassed-in, glass envelopes support by wooden structure with columns and side runners. The work also includes solutions for joins and construction details. The structure was solved in the program RSTAB Dlubal 8. The assessment of the components was done using additional module TIMBER Pro. First Variant of plate girder was checking by manual report. The work includes drawings.
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Construction technological project of Farmacy pavilon VFU in Brno
Kasza, Radomír ; Vlčková, Jitka Laura (referee) ; Diaz, Yvetta (advisor)
This master´s thesis solves the construction technological project of Pharmacy Pavilon II at the Veterinary University in Brno. It consists of parts of the project site equipment, technical reports, schedule of the main building, the control and test plan, design, an inventory of machines, financial plan of organization development, a register of environmental aspects, technological regulations and the plan for securing material resources.
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Methods of primary influencing steel and steel ingot structures
Stejskal, Marek ; Záděra, Antonín (referee) ; Blažík, Petr (advisor)
This bachelor thesis is focused on the ways of influencing metal structure during it’s solidification in the mold that leads to changes in mechanical properties. In the first part there is explained the principle of metal crystalization, it’s types and mechanisms, there is also described the issue of metal solidification in the mold. In the second part of the thesis there is a general view of methods being used for primal influencing of steel structure. The principles and ways of use for these methods in foundry industry are explained.
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Business centre
Rádlová, Markéta ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of this bachelor’s thesis is a design and a static state estimation of the steel supporting frame of a commercial centre in Svitavy. The building is designed as a three-aisled hall with its dimensions 45×27 m. There is the advanced entrance shed in front of main aisle with dimensions 5×7 m. The Supporting frame of centre is composed by steel frameworks and truss frame made of rolled sections. Scia Engineer 2015 software has been used to create a three-dimensional model for the purpose of dimensioning each element and global analysis. All obtained results from the computer analysis were checked twice with a hand calculation of a few elements.
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