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Girder concrete bridge
Kubelka, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
Bachelor´s thesis is dealing with design of the road brigde on the road III/1219 over the river Lomnice. Three possible variants were developed, the chosen one is girder concrete bridge. A calculation has been done by hand, part of the thesis has been performed using Scia Engineer. Results were compared. The construction has been considered acconding to Eurocode.
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Prestressed slab bridge over the Krupá river
Nečasová, Pavla ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design and assessment of the main structure of the bridge in the village Staré Město. It leads a local road 44646 over the river Krupá. The thesis contains three designs of the construction. One design was choosen for detail solution (prestressed slab bridge). The thesis includes statical analysis, drawing documentation and visualization.
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Bridge over drain channel
Kováč, Daniel ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
This bachelor thesis is foucused on design monolithic road bridge. The bridge is situated on Road R1 between Žarnovica and Šášovské Pdhradie. The primary funkcion of bridge is crossing open drain channel, secondary it is biocorridor. There are three preliminary versions designed, two of them are using monolitic prestressed concreate beams. One version is using precast beams. The project includes statical analysis drawing documentation.
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Steel structure of store building
Ďureje, Andrej ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Content of this thesis is design of the steel construction of warehouse and his static assessment. The construction of the hall is designed as double-aisled. Ground plan dimensions of the hall are 50 x 60 m. Construction is formed by planar cross-linking. Tentative design of the construction is solved in two variants, which are compared on the basis of the size of paint surface and weight. The winning variant of the construction includes the complete static analysis of supporting elements, solving of connections, details and drawing documentation.
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Reinforced concrete structure of a multifunction building
Mengler, Tomáš ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor´s thesis „Reinforce concrete structure of multifunction building“ is deal with design of a department store construction. The aim is evaluace the ultimate limit state of reinforced concrete slab over the first floor. The analysis of the locally supported slab is performed by software on principle MKP, was choosen Scia Engineer 2012 software. The method of the sum of the moments is verify values of internal forces. In addition, the slab is assesed for pushing through. The last part of static calculation is assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings
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Reinforced concrete structure of an office buildings
Přikryl, Martin ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
The bachelor project is focused on the design of monolithic reinforced concrete ceiling slab of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer with manual verification using the simplifield method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Administration Building in Brno
Kurpel, Juraj ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The aim of this thesis is a design of a reinforced concrete Flat Plate Slab of an office building up to the limit state of it's ultimate limit state. The content of this work is a static calculation of the slab, and to work up a drawing documentation and details. Calculation of internal forces is implemented in SCIA Engineer and verified using the summation of moments method. The slab is located above the first floor. The work also includes review of the internal column.
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Family House
Dědičová, Helena ; Sibilla, Luboš (referee) ; Matějka, Libor (advisor)
This thesis deals with the design of the family house for four people in Polička. The building is designed as one construction object and its built-up area is 147,2 square meters. The family house has a basement and two floors. Structual system of the building is formed by walls of bricks. A roof of the building is designed as flat roof with a slope of 2 percent. Is worked up a drawing documentation which is needful for realization of the object. Next components are five structual details, technical report, thermal technical assessment, energetical label, structures of construction, list of components and study.
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