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Concrete flat slab supported by columns
Macháček, Jan ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of this bachelor’s thesis is a structural design of a reinforced concrete point-supported slab for the second floor construction of a hospital. Software RFEM was used for modeling of internal forces, the results were verified by equivalent frame method and moment coefficient method. According to the RFEM results a tension reinforcement and slab shear reinforcement were designed. The deflection was manually calculated. Afterwards, a reinforcement drawing was made. The calculations correspond with ČSN EN 1992-1-1 a ČSN 73 1201.
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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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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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Concrete slab roof of underground parking garage
Řihošek, Jan ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
Bachelor thesis deals with the roofing of the underground parking garage with reinforced point-supported slab. The aim of the work is to find out the internal forces on reinforced slab for two of the construction variants, design and check one construction variants. The replacement frame method and Finite Element Method were used for calculation internal forces using 2D model in the Dlubal RFEM 5.17. The work also includes the design and check of one column.
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Concrete flat slab of bathhouse
Novotný, Tomáš ; Koláček, Jan (referee) ; Perla, Jan (advisor)
The topic of this thesis is concrete flat slab of bathhouse. In the first part the thesis deals with the influence of different types of support and models on the size of bending and torsional moments and on the deflection connected with the moments. The second part addresses the reinforcement design of the slab, lintel and column. Subsequently the serviceability limit state of the slab is assessed.
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Static solution of monolithic reinforced concrete structure
Tošenovjan, Marek ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.
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Selected RC Elements of Office Building
Žůrek, Jan ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
Objective of the bachelor thesis was design and assesment of a flat plate of an administrative building with round hole. The solved ceiling slab is above the first floor. Static analysis of the structure was calculated by Scia Engineer 19 software. The flat plate was assesed to the ultimate limit state and the serviceability limit state. Part of the thesis is also design and assesment of an atypical staircase.
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Design of the building concrete structure
Kurpel, Juraj ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The aim of this thesis is to design a load-bearing structure for the ultimate and serviceability limit state of a civil building. The structure is designed as a cast-in-place concrete structure, composed of columns and floor slabs. The building has total of 5 floors, two are under-ground and three above-ground. The thesis contents of a structural design and design options, structural design report for load-bearing elements, processing of the drawings, details, visualizations. Internal forces calculation is carried out in SCIA Engineer and validated by the moment accumulation method for slabs. The columns are assessed by interaction diagrams, one is verified by hand calculation. The resulting internal forces are taken from the computational programme. Foundations are not subject for solution.
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Design of reinforced concrete slab in the store
Skoupá, Karolina ; Strnad, Jiří (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design and assessment of reinforced concrete slabs in store. The aim of this study was to develop and evaluate locally supported floor slab at the ultimate limit state and serviceability. The work includes structural analysis, design shape reinforcement drawing, data from computational substrate.
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