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Design of concrete structure of gym in Olomouc
Bohatec, Jiří ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete slabs above the 1st floor in a gym in Olomouc. The proposal will be implemented in two versions, monolithic and pre-fabricated. The resulting design will be compared at the end. It is also proposed monolithic staircase. Ceiling plate will be assessed according to ČSN EN 1992 - 1 - 1.
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Multifunctional Pavilion
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the diploma thesi is the design and assessment of the pavilions supporting structure for exhibition and other purposes. The building is located close to Zlin. Preliminary designs of supporting structure were created. One of these was selected and detaileddesigned and assessed. Generallythere are two structures that are extended between themselves. A design and assessment of the entrance portal for the exhibition pavilion was created. The entrance portal is an atypical structure that was created from a combination of hyperboloid and cylinder. The entire portal is formed of welded parts and it is completely from glass. The entrance portal has a variable height, where the highest point is 8,258m. The entrance portal is 20,394m long and has a variable width, where the largest width is 12,000m. The exhibition hall, which is located behind the entrance portal was designed from flat arched truss trusses. The arched trusses are made of several radii and hasa overall impression of an elliptical truss. The trusses have a range 37,000m and they are axially distant 6,000m. The height of the arched trusses is 10.530m. In the leading position of the construction were designed pillars and construction for possible connection of the entrance portal, or for the location of the gate system. Whole construction of the exhibition pavilion, without the entry portal, is 54,000m long and 37,000m wide. The built-up area of both structures is approximately 2200m2. Construction are designed according to normative requirements of CSN EN for limit state of load capacity and usability. The main material of the supporting structural parts was used S355JR steel.
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Influence of Reconstruction of the Long-lasting Elements on the Price of Real Estate
Tomiczková, Monika ; Walachová, Michaela (referee) ; Krejza, Zdeněk (advisor)
My thesis deals with the influence of reconstruction of the long-lasting elements on the market price of the property, specifically on the family house. For a case study, I chose reconstruction of the roof, and its load-bearing part, because the reconstruction of this long-lasting element can be found in most cases. A case study is solved in the form of valuation of house before and after reconstruction, and it is done by two methods: according to the decree,by the comparison method and market valuation and also comparative method.
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Valuation of damage caused by torrential rain to a house in the village of Nesovice
Kraus, Jan ; Vřešťál, Jiří (referee) ; Šmahel, Milan (advisor)
The thesis focuses on the valuation of damage caused by torrential rain to the family house in the village Nesovice. In the first part the basic terms and assessing methods are defined. In the second part, there are applied methods of appraisal of damage on the family house. There is the value of the property calculated before the insurance event. In the itemized budget, there are quantified the cost of repairs of damaged constructions and then detected current value after repairs. The aim of the thesis is to dedicate readers to the problem of assessment.
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Concrete slab of family house
Sivčák, Jozef ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The main aim of Bachelor thesis is design and assessment of detached house´s reinforced concrete slab. The ground plan of slab is bent under rake angle 120° and there is a hole for staircase. Internal forces are calculated by finite element method and verified by replacement beam method, but the model for manual design is simplified. Reinforcement is designed for design values of internal forces from finite element method. Outcomes of calculations are building drawings of reinforcement, where the most exposed part, angled part, is solved. Also, tangential internal forces from bended reinforcement in every layer are solved there. Design and calculations were realized by current norms.
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The Final Thesis - The Art Project (D)
Maša, Vojtěch ; Koťátko, Petr (referee) ; Sterec, Pavel (advisor)
In my diploma thesis, which is called "University Qualification Thesis: MASTER'S DEGREE DIPLOMA THESIS - STUDIO PART (D), I try to fulfill the protocol, which is specified in the following points: - Get grade "D" from my diploma thesis - studio part, - If I don't get grade "D" from my diploma thesis - studio part, I did not fulfill the assignment and the goal. Therefore, the project should not be considered as successful and should be graded "F". The thesis doesn't have a visual form. The project itself is just the "concept" described in the two points mentioned above in the text including all the consequences and its progression. My creative contribution is only to induce the situation. This text is just a text part of the documentation used for easier understanding and for contextualizing. Thus, this text is a lexical (and graphical in case of the diagram shown in the full text) comment on the project and it should not be subject to evaluation. Additional form of documentation of the project will be an audio recording of defense of this project taken by a record company. My speech during the defense is also not meant to be a performace as an art discipline and therefore should not be assessed.
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Credit Limit Management and Credit Application
Horák, Pavel ; Hebelka, Ivo (referee) ; Zeman, Václav (advisor)
The thesis deals with the bank credit risk over enterpreneurial subject with double-entry accounting system. The monitoring of possibilities to acquire the bank credit for future business development is based on operating results. The requisition for the bank credit is being prepared also with for the component for the bank providing the credit.
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Business and office centre
Novotný, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this master´s thesis was design and analysis of a steel supporting structure of a building for business and administration purposes in Ostrava. It includes an assessment of the main load-bearing construction elements and the selected connections. The thesis also contains the design documentation of the building and compares two different variants of the steel construction design.
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