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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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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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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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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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Load-bearing Structure of Hospital Pavilion
Hůrka, Jiří ; Jeneš, Rostislav (referee) ; Terzijski, Ivailo (advisor)
The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.
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Concrete flat slab supported by columns
Járik, Enikő ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
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