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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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Single span railway bridge
Janíčková, Lucie ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The topic of this thesis is a design of an one-span bridge over a river. The construction of prestressed beam bridge with one field with lower bridge deck is preferred out of all developed options. The construction is designed and assessed to the ultimate limit state and the serviceability limit state according to actual EN standards.
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Prestressed double-T bridge
Padyšák, Lukáš ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The topic of the bachelor thesis is the design and assessment of the supporting structure of a bridge. Three variants were developed, and the most suitable one was selected from them. The chosen supporting structure of the bridge is designed as a double-T beam made of prestressed concrete with a single span of 30 meters. Midas Civil software were used for the calculation of load effects and time-dependent analysis (TDA). The design and assessment were processed according to applicable European standards.
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Pedestrian bridge at Staré Hory
Měrtlová, Kamila ; Svoboda, Adam (referee) ; Koláček, Jan (advisor)
The subject of the bachelor´s thesis is the design of a footbridge in Staré Hory. Two footbridge designs were prepared, which were evaluated and then one of them was selected and processed in detail. The selected proposal was entered into the Midas Civil program and assessed in detail for the ultimate limit state and serviceability limit state. The calculation was performed in the program Midas Civil, supplemented by manual calculations in MS Exel. The calculation procedure was carried out according to valid standards and regulations.
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Slab bridge
Malý, Jan ; Muroň, Vlastimil (referee) ; Panáček, Josef (advisor)
Bachelor's thesis deals with the design of a road bridge over the Volyňka river. Three bridging variants were proposed, of which the bridge variant, whose supporting structure consists of an additional pre-stressed concrete slab, was chosen for subsequent detailed assessment. The variation with prestressed prefabricated girders with composite slab is chosen for more detailed assessment. Detailed structural design is made and selected parts of the construction are checked for ultimate and serviceability limit state by Eurocode. Calculation of load is made by manual way and then by exact way with program Scia Engineer 22. The results from both calculation methods are then compared. Detailed drawings and visualization are made as well.
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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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The roof structure of the industrial hall in Kyjov
Nosková, Nela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The Bachelor´s thesis describes design and static assessment of the main roof structure supporting elements of the roof structure of the industrial hall in Kyjov. The hall is designed from timber. The aisle is rectangular floor plan 17,0 x 40,0 m. The main bearing structure causes as a frame truss supported by columns. Solid frame is made from solid timber C24. Purlin is designed from solid timber C24. The static calculation also includes fire resistance reports of single elements. Static analysis has been accomplished by student version of the SCIA Engineer 2012 software.
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Storage hall
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The master thesis ´´Storage hall” deals with designing of selected elements prefabrikated skeleton hall. Discussed elements are truss, beam, girder, column and prefabricate footing. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces for columns and prefabricate footing was carried out with usage of the program Scia Engineer, 3D model of the whole object was created. Analysis of internal forces for the rest of elements was carried out with help of manual calculation. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the truss.
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Load bearing RC structure of the multiple dwelling
Janisch, Filip ; Perla, Jan (referee) ; Šimůnek, Petr (advisor)
The project deals with the lower part of the construction of a residential building. The parking spaces are situated in three underground floors. The five floors occur in the over-ground part of the building. The building is based on the secant walls of Milan around the perimeter. Internal walls and columns are supported with micropiles. In this project are designed base plate, external walls and stairs. Static system and the calculation of the internal forces was carried out in Scia Engineer 2012 Student version.
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