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Sewage pumping station
Čožík, Martin ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The subject of my bachelor’s thesis is static design of a sewage plant reservoir, dimensioning and examination of the construction part for Capacity Limit State and Applicability Limit State. Design documentation is included in the project. The aim of this thesis was to design the reservoir in such a way that there would be no cracks in the concrete. The calculations were carried out in accordance with Eurocode 2.
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Concrete flat slab supported by columns
Lehoťák, Roman ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with the analysis of internal forces and the design of the shape and reinforcement of the reinforced concrete monolithic slab, the ceiling above the 6th floor of the University Hospital in Bohunice. The calculation of internal forces was performed by the substitute frame method and the finite element method in the Nemetschek Scia Engineer 18.0 program. The work deals with the design and assessment of the board and adjacent stairs.
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Timber-concrete floor slab of a family house
Gavlík, Adam ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The diploma thesis deals with a variant assessment of the wood-concrete ceiling slab of a family house. The selected part of the ceiling slab is assessed by using three different calculation methods with two types of coupling means. After comparing the individual calculations, the resulting method was chosen for the assessment and design of the remaining parts of the ceiling slab. Selected drawings of beams and couplings are part of the work.
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Reinforced concrete foundation tank of office building
Turek, Jan ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The master’s thesis deals with a design of a reinforced concrete foundation of multi-storey office building. The basement of the building is an underground watertight structure. The design of foundations is a combination of a concrete slab and piles. Internal forces were analysed in RFEM software based on finite element method. The structural assessment of underground construction was performed according to ultimate and serviceability limit states. Due to watertight function of construction, the reinforcement was also designed according to non-force effect in early stage.
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Sewage absorbing well
Kulla, Lukáš ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The aim of this bachelor’s thesis is to determine the loads acting on the waste shaft of given dimensions and design the reinforcemen. Then assess the ultimate limit state and servicesbility. When calculating internal forces are applied manual calculation, which is then verified tabular values and static program based on finite element method SCIA Engineer. The structure is designed to complies with all requirements of technical standards CSN EN.
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Concrete flat slab of parking house roof
Pivodová, Alena ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The bachelor's thesis deals with the analysis of the internal forces of the point-supported cast-in-place reinforced slab. The slab is located between three apartment buildings and serves as roofing garage, the roof is proposed as green walkable flat roof. The replacement frame method and Finite Element Method was used for the analysis. Computational software Dlubal RFEM 5.07 was used to calculate internal forces. The slab is designed by two structural types. The thesis deals with design and check one of the types and one column.
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Precost concrete structure
Mlynář, Bronislav ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bacelor thesis was design and assessment choosed elements of reinforced concrete precast store hall. Computational software Dlubal RFEM 5.03 used to calculate internal forces. Calculation in acordance with applicable standards.
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Concrete ceiling of apartment house
Michna, Ondřej ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
This bachelor thesis focuses on the design of semi-prefabricated reinforced concrete slab (filigree boards with monolithing) of residential building. Formwork drawings, drawings of the reinforcement and production drawing of the selected slab have been elaborated. During designing, the layout of masonry partitioning is respected. Assessment of the ceiling structure deformation with regard to its integrity is carried out. Furthermore, the comparison of the manual calculation and the finite element calculation is discussed.
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Mixed construction of an office building
Fiala, Adam ; Zich, Miloš (referee) ; Perla, Jan (advisor)
Diploma thesis deals with analysis of a construction made of concrete and masonry. A model respecting nonlinear material behaviour of masonry was assembled in a finite element based software. Calculated results were used to analyse cracks in masonry. Next, a design of a horizontal construction was carried out - concrete slab with beams to support masonry in an upper floor.
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Concrete flat slab supported by columns
Fárková, Karolína ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
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