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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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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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New synagogue Jablonec nad Nisou
Adamčíková, Barbara ; Štolfa, Jozef (referee) ; Dulenčín, Juraj (advisor)
This thesis focuses on the design of a new synagogue in Jablonec nad Nisou, which serves not only as a religious space but also as a social and community center for the local, not exclusively Jewish, community. The project aimed to create a multifunctional building that respects the historical significance of the original site while providing a modern and functional environment for spiritual, cultural, and social activities. The architectural solution of the building utilizes modern materials and technologies, including ventilated facades with illuminated glass panels and stainless steel elements, which ensure an aesthetic look and long-term sustainability of the building. In addition to the synagogue, the project includes a kosher restaurant, community spaces, and a shared underground parking lot, all contributing to the revitalization of the urban environment. The project placed maximum emphasis on integrating the building into the historical context of the city and its abstract connection to the neighboring Glass and Costume Jewelry Museum. Great emphasis was also placed on its functional connection with the surrounding environment. The project was developed considering the specific needs of the Jewish community and includes features that support spiritual and community life, such as prayer spaces oriented towards Jerusalem, the community center itself with a library, and outdoor relaxation areas.
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Cableway station in Pec pod Sněžkou
Kornfeldová, Nathaly Sarah ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
This bachelor thesis deals with the design and assessment of the steel structure of the cableway station in Pec pod Sněžkou. The steel structure with floor plan dimensions of 24 x 48 m and a height of 12,5 m consists of 9 transverse frames spaced 6 m apart. This creates a lattice frame, which is supported on the other side by an inclined column made of steel open cross-section. In the middle transverse frame, due to the necessary space required for the exit of the cable car, the column is omitted. The spatial stiffness of the construction is secured by bracings. The construction is designed from S355 steel.
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Architectural study of the sacred building and the Salesian community center in Brno - Líšeň
Zinnatshina, Diana ; Marek, Jiří (referee) ; Šindlar, Jiljí (advisor)
The task of the diploma thesis is the design of the sacral building of Salesians and community center in Brno – Líšeň. The founder of the Salesian order is the Italian priest John Bosco. The Salesian style stands on three pillars: reason, religion and kindness. It is a style of educational work, based on a preventive system and constant assistance. The Salesian congregation and subsequently the entire complex of the center in the urban district Brno-Líšeň received help from the foundation fund for youth, which he started in 1998 its construction. The proposed facility should cover the remaining needs of visitors and should be accessible to the general public. As a result, an architectural design was created, which includes an object of church with a parish section and a community center. The sacral object consists of a dominant glass cube standing on a one-storey long base and a community centre building with parish housing. At the centre of the composition is a parish garden with a steel bell tower. The whole complex consists of two masses connected by a steel colonnade. The first main mass includes a church with a back yard. The second mass of the complex is the community centre with the main coworking space and the parish priest's accommodation.
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Reinforced concrete lookout tower
Vaněčka, Jan ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The aim of this thesis is the static design and assessment of the reinforced concrete structure of the observation tower. The design is further supplemented with visualizations of the architectural design of the structure. Structurally, the observation tower is designed as a locally supported slab by four columns, which are based on footings on the bedrock. The location of the structure is being considered near the ruins of Helfštýn Castle in the Olomouc region.
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Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
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Steel Load-bearing Structure of administrative building
Kašíková, Anna ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The thesis deals with the design of the load-bearing structure of an office building in Olomouc. The ground plan dimensions of the hall are 36 × 36 m, the height of the main nave is 17 m (4 GF), side 10. 7 m (3 GF). The spatial beam structure is formed by symmetrical transverse frame links in one direction, in the other direction by horizontal hinged elements. The roof structure is made of truss girders pin-supported on pillars at the main nave, and a flat roof beside the nave. The pillars are placed on the joints and spatial rigidity of the structure provides system of space bracings. The main material is S275.
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Exhibition hall steel structure
Selyvonenko, Ivan ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
The subject of the diploma thesis is the design and structural analysis of an exhibition hall. The building is located in Brno city. The dimensions of a floor plan are 121,8 m x 66,5 m, the height is 17,75 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 8,7 m. The supporting part of the roof deck consists of solid-purlins. Spatial rigidity of the structure is ensured by cross bracing and longitudinal bracing. All structural members are made of rolled steel profiles and are designed according to current ČSN EN standards. Steel S355 is used as the construction material. This thesis consists of structural design report of main load bearing elements including connections design and drawings.
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Cast-in-place tank of sewage plant
Čožík, Martin ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The thesis deals with the design and assessment of monolithic reinforced concrete structures tanks and wastewater treatment plants in accordance with applicable standards and drafting drawings. The tank is divided into individual solved parts: base plate, walls and ceiling plate. These parts are designed according to the ultimate limit states and serviceability. Resolves an assessment of the foundation structure according to the second geotechnical categories.
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