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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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The technological stage of the rough substructure of OÚ Ostrá
Kholodniak, Marko ; Doubek, Rostislav (referee) ; Biely, Boris (advisor)
The bachelor's thesis is focused on the implementation and reconstruction of the lower gross structure of the municipal office in Ostrá. The original building has one underground floor, one above ground floor and a non-residential floor. The building is based in a flat manner on the foundation strips, the vertical load-bearing structures are made of full-burnt bricks, the horizontal load-bearing structures above the 1.PP are formed by a monolithic beam ceiling and a reinforced concrete slab supplemented with a steel beam. The extension will have one above-ground floor and one underground floor. The extension will be based on a base plate supplemented with foundation belts around the perimeter of the base plate, which, however, will not have a load-bearing function. The vertical supporting structures will be completely covered with the POROTHERM system, the ceiling above the 1st PP extension will be ŽB monolithic. The work contains a technical report with a focus on the selected technological stage, the situation of the building with wider traffic relations of the transport routes, a list of measures, a technological regulation for the implementation of foundation structures, a drawing and report of the construction site equipment, a time schedule, a design of the machine assembly, an inspection and test plan for the implementation of the foundation construction, safety and health protection at work.
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Structural design of the industrial building for increased loads
Landa, Tomáš ; Olšák, Martin (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis deals with the design of a ceiling structure for a load of 15 kN/m2. The design was prepared on the basis of the submitted documents. A preliminary design of the structure and its elements was developed for the given problem. The structural analysis was performed in SCIA Engeneer software system (including manual control by simplified method). The result of this bachelor thesis is a static calculation and design documentation of the designed structures.
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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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Apartment Building - Design of Selected Reinforced Concrete Elements
Jakoubek, Lukáš ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis is focused on the continuous static solutions of monolithic reinforced concrete ceiling construction and the three-flight staircase in the five-storied apartment house. The entire structure is designed from concrete. To determine the effects of internal forces used computational design of Scia Engineer 2013.1. Assessment of the elements is performed by the first limit state. Work includes developing a static calculation, design reinforcement drawings, shapes and reinforcement drawings solved elements.
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Reinforced concrete structure
Tesař, David ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The aim of the master‘s thesis is static and structural design of polyfunctional house. The load will be determined according to ČSN EN 1990. The finite element method will be used for the calculation of internal forces. The design will be dimensioned according to ČSN EN 1992. Text part, static calculation and shape and reinforcement drawings will form the output of this work.
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Suspension footbridge across the Elbe River
Gregor, Petr ; Kocourek, Petr (referee) ; Stráský, Jiří (advisor)
The objective of this master´s thesis is a design of suspension footbridge across the Elbe river. The footbridge is suspended construction by three spans. The brick deck is supported on the outer edges and it is kept in a parabolic arc. The suspension cables are kept at two inclined levels. The model is implemented in the program ANSYS. The solution is non-linear. The designe is according to the europien standart.
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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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Constructive technological project of block of flats in Strážnice
Rozumek, Jakub ; Kopecký, Lukáš (referee) ; Diaz, Yvetta (advisor)
The theme of my diploma thesis is Building and Technological Project for a residential building in Strážnice. This is a study of the implementation of major technological stages of object SO- 01 residential building, the project concerning the construction site installation, design the mechanical assembly, traffic solutions, technological process earthworks, foundation structures, piles CFA and reinforced concrete ceiling construction. The work includes further object schedule, financial plan, a detailed timetable for construction of residential building, the budget, the inspection and the test plan, safety hazards on a construction site in the implementation of the substructure object and thermal technical assessment of selected structures.
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