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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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Static solution of the load-bearing structure of a multifunctional building
Svozil, Matěj ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
The bachelor's thesis deals with the assessment and design of selected characteristic parts of a multifunctional house. The multifunctional house consists of five above-ground floors and one underground floor. The 2nd floor to the 5th floor is intended for living. The first above-ground floor is used for the operation of the fitness center and the cafe. The underground floor is intended for an underground garage and partly for storage cubicles and technical room. The assessed elements are the ceiling slab above the typical floor, the most loaded column and the reinforced concrete monolithic staircase. In order to obtain the internal forces, FEM was used using the SCIA Engineer 22 program, verified by manual MSM. The final output of the bachelor thesis is a static calculation and drawings of the reinforcement of individual structural elements. In the course of the entire assessment, the applicable standards were followed.
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Reinforced concrete structure
Hubačková, Pavlína ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of a department store. Elements for design are locally supported ceiling sab, column and foundation pad. The calculation of internal forces was performed in a computational program SCIA Engineer 17. The Results of the software are compared with the result of the simplified manual method. The settlement of foundation was performer in program GEO 5. A graphical documentation of selected elements is also a part of the thesis. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
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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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Reinforced concrete structure of a administrative building
Januš, Ondřej ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
The main subject of this bachelor thesis is focused on the design of reinforced concrete locally supported slab of a multifunction building. Internal forces are calculated by a computer software SCIA Engineer and its resultes are compered with simplifield method. Another part includes the design of a reinforced concrete stairway and a column situated in the center of the disposition. The calculation method is based on ČSN EN 1992-1-1.
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Design of reinforced concrete structure with respect to fire resistance requirements
Pivodová, Alena ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The diploma thesis deals with an analysis of internal forces of B4 reinforced construction of an office building. Analysis takes into account interaction with subsoil and when designing structural parts of the building, different requirements for fire resistance of a structure are taken into account. A Dlubal RFEM 5.17 program was used for finite element analysis, and model functionality verification was performer by using a summation of moments method. The thesis deals with the design and assessment of a point-supported slab, column, inner and external walls.
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Reinforced concrete structure of administrative building
Hejl, Zbyněk ; Požár, Michal (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of an administrative building. It is about a locally supported ceiling slab, an inner column and a staircase. Calculation of the internal forces was performed in the SCIA Engineer program and then verified by a hand method. The construction is assessed according to ČSN EN 1992 - 1 - 1.
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Reinforced concrete structure of apartment building
Zápotočný, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The main subject of this bachelor thesis is focused on the design of reinforced concrete locally supported slab of a apartment building. Another part includes the design of a one selected column and stairway. The slab is located on the second floor and column on the first floor. Calculation of the internal forces is is created at computer software system Scia Engineer 17.1. The Results of the software are compared with the result of the simplified manual method. The calculation method is based on ČSN EN 1992-1-1.
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