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Design and analysis of reinforced concrete or masonry structures
Skočdopole, Jakub ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The bachelor's thesis deals with the static solution of the reinforced concrete ceiling slab and the inclined column of a 2-storey multi-storey building. The first part is devoted to the design of a point-supported plate, a cross-reinforced plate and an inclined column inclined by 15° from the vertical structure according to the limit state method. A spatial 3D model was created in the SCIA Engineer program, which was used to determine the internal forces in the structure. The correctness of the model results was verified by the sum of moments method. The second part deals with the study of the influence of the slope of the columns on the structure, when one row of columns in the 2nd floor was inclined and then the effect of this change on the structure and the static assessment were compared. Reference slopes chosen for the study: 0°; 15°; 30°; 50°, a partial spatial 3D model of the structure was created for each variant. The appendix of the bachelor's thesis is a detailed static calculation according to valid ČSN EN standards, drawing documentation and a study of the influence of the inclination of one row of columns on the reinforced concrete structure.
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Reinforced concrete slab of the administrative part of the depository
Jirků, Jan ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor's thesis focuses on the design and assessment of a reinforced concrete locally supported monolithic slab below the first floor of a library depository. The thesis also includes the design and assessment of a column and a prefabricated staircase. The calculation of internal forces was performed using the finite element method in the SCIA Engineer program, and its accuracy was verified by a manual calculation using the method of moment summation. The slab was assessed for ultimate limit state and serviceability limit state. Finally, based on the structural calculation, reinforcement drawings for the individual structures were prepared.
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Design of the load-bearing RC structure of the guesthouse
Kondelová, Barbora ; Požár, Michal (referee) ; Girgle, František (advisor)
The aim of the bachelor thesis is the design and assessment of the load-bearing part of the monolithic reinforced concrete structure of the guesthouse using the BIM methodology. In the bachelor thesis was carried out the calculation of loads, structural analysis of the structure and the optimal design of reinforcement. The thesis includes technical drawings of the designed elements. The structure is designed according to the valid standards ČSN EN 1992-1-1 and ČSN 73 1201.
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Reinforced concrete structure of the climbing wall building
Válek, Jakub ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
Bachelor’s Thesis deals with the design and assessment of selected reinforced concrete slab and other parts of reinforced structure of the university climbing centre in Pardubice. The static analysis of the structures was performed using the SCIA Engineer 22.1 program based on the finite element method. This analysis was verified by hand calculation. The progress of the design responds to valid European regulations and standards ČSN EN 1992-1-1, ČSN EN 1991-1 to 7 and ČSN 73 1201. The finished work is the design and elaboration of drawings of the shape and reinforcement of the given parts. The design of the structures was made using BIM coordination with other specializations that carried out the designs of the other parts of the building.
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Reinforced concrete structure of residential building
Vilímek, Václav ; Girgle, František (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the design and assessment of the reinforced concrete ceiling structure of an apartment building. The design of the structure was carried out using SCIA Engineer using the finite element method and subsequently verified by manual calculation. The design of the structures was carried out according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of the work is the design of the reinforced concrete floor slab and staircase. The scope of the work was made in a BIM-compatible design.
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A bridge with one field over a watercourse
Pylypenko, Jevhenij ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The thesis focuses on the design of the superstructure of a new concrete bridge, which replaces an old substandard construction. The bridge should serve for passing roadway across the river Šlapanka, in village Mírovka, Kraj Vysočina. The static system of new construction is a one-span post-tensioned slab which is simple supported on edges. Span length of the superstructure is 17,5 meters. From three variants of concrete slab cross-section, a trapezoidal-shaped one was chosen. Concrete slab was assessed by the ultimate limit state and service limit state according to recent standards (Eurocode). The preliminary design of post-tension was processed according to standards (CSN).
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Design of the RC slabs of the flat house
Reinoha, David ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The topic of the bachelor thesis is a new two-storey production building with an administrative part on the second floor and a production space on the ground floor The bachelor thesis deals with the static assessment of selected main bearing elements of the whole building in details for building permit. The main vertical supporting structure here is peripheral ceramic masonry, which is bounded by iron-concrete wreaths at the level of each of the two floors. The building is roofed with wooden nailed roof trusses placed on an in to wall-anchored wooden beam. The main supporting horizontal structure forming the ceiling between the first and second above-ground floors is made up of prefabricated Spiroll ceiling panels, which are placed on the stiffening wreath 1NP. The foundation structures are made of a monolithic concrete waist and consequently of a prefabricated lost formwork.
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Reinforced concrete structures of a family house
Bátrlová, Petra ; Ducháč, Petr (referee) ; Požár, Michal (advisor)
This diploma thesis concerns with a design of structure of a family house, garage and supporting wall. Design of these structures was accomplished id software SCIA Engineer, which uses finite element method and was veryfied by manual calculation. Design was ma-de in accordance with applicable standarts. The results are drawings of reinforcement of family house.
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Reinfoced concrete bridge over the Budišovka river
Sehnalová, Markéta ; Požár, Michal (referee) ; Koláček, Jan (advisor)
The aim of the bachelor thesis is the design of a single-span reinforced concrete slab bridge. Two variants of cross-section of the bridge were considered – rectangular and trapezoid. The rectangular one was chosen for further design. The wall-slab model was created using calculation software Scia Engineer 16.1. The structure is supported by pot bearings.
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Concrete flat slab supported by columns
Turek, Jan ; Požár, Michal (referee) ; Perla, Jan (advisor)
This bachelor thesis deals with design of concrete flat slab of hospital building. The slab above the ground floor was designed. Internal forces were analysed with RFEM software based on finite entity method. Results were proved by the Direct Design Method and Equivalent Frame Method. The structural assessment was performed according to ultimate and serviceability limit states.
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