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Slab reinforced concrete bridge
Kalísová, Eva ; Požár, Michal (referee) ; Panáček, Josef (advisor)
The subject of work is design supporting bridge construction at urban area Frydlant across creet Rasnice. This object location is on the local road at cross point 0,079 km. The aim is to propose a vertical structure with one field, proposes to adapt the position in, which is proposed in three variants. It is a variant changes shape supporting structures, the maximum height oh the structure is 0,645m. The first variant is a slab constant rectangular section.The seccond variant is a slab of variable selection with beveled the slope. The third is slope shape of parabole 2. Selected by detail and assessment the first variant was chosen with a longth of bridge 8m. The calculation of load effects is done by computer softwares Scia Engineer 15.3 and compared with a manual calculation according to current standards.
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Strengthening of the industry ceiling structure
Neděla, Lukáš ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The subject of my thesis is a strengthening of an industrial ceiling structure. The work consists of a theoretical and a calculation part. The theoretical part defines the structure problems in detail. The calculation part consists of a static calculation and technical drawings. The output of the thesis is the solution for ceiling construction amplification and a demonstration of its correctness and a ca- rying capacity including construction documents.
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Buried bridge
Skurčák, Martin ; Požár, Michal (referee) ; Panáček, Josef (advisor)
This bachelor thesis is foucused on design buried frame monolithic road bridge. The bridge is situated on Road I/9 between village Vehlovice and Liběchov. The primary funkcion of bridge is crossing moat. There are three preliminary versions designed, burried monolithic road bridge. The project includes statical analysis and drawing documentation.
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Static solution of garage floor slab
Sitta, Martin ; Požár, Michal (referee) ; Zich, Miloš (advisor)
This thesis presents the design and evaluation of a monolithic reinforced concrete slab, which is point-supported by columns with column heads. There were made two designs of this slab, one without column heads and the second was made with column heads. The simplified static calculation by hand and its results were compared with results from computer FEM software.
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