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Monolithic concrete building at sewerage plant
Klimeš, Petr ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with design of monolithic concrete construction with a timber roof truss for a device of sewerage plant. This construction consists of these elements- strip foundation, walls with lintels, slab and timber trusses. This thesis contains static analysis of the component parts and their drawing documentation.
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Cast-in-place structure at sewerage plant
Hůrka, Jiří ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the design and the assessment of horizontal supporting parts and concrete trough on the sewage pumping station in the Boskovice town. There are parts of thesis: technical report, static analysis, design documentation and visualizations. The technical report describes the proposed solution. Calculation of internal forces was performed by manual calculation and verified by the software RFEM. The design documentation consists of shape and reinforcements drawings of selected structural elements.
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Slab bridge in Velké Pavlovice
Gřunděl, Michal ; Hofírek, Radovan (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design of the new bridge according to EN 1992-1-1. The bridge is used to convert local road across the river Trmánka. The bridge is designed as a plate with a full cross-section of the trapezium, a statically resolved as a bridge is just stored with the length of bridge 12, 1 m. Categories of communication is S 7.5. Encumbered and assessment on the MSÚ and MSP is resolved according to the standards.
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Administration Building in Brno
Benda, Lukáš ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The bachelor thesis is aimed for design of monolithic reinforced concrete slab of residential building, elaboration of shape and drawings of reinforcement of selected structural element. The slab is situated over the first floor. Calculation of internal forces is made by software system SCIA Engineer. Results of internal forces are compared with results of simplified method. Another part of this document is about issues in calculating of locally supported slabs and is done comparison of results by ČSN EN 1992 and ČSN 73 1201. Finally I performed design of concrete double cantilever column.
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Analysis of reinforced concrete bridge
Řeháček, Jakub ; Panáček, Josef (referee) ; Zich, Miloš (advisor)
Bachelor´s thesis is concerned with state estimation of reinforced bridge. The bridge is used to transfer local road across the Svratka river. The bridge is designed as arched bridge with tie and down deck. Lenght of bridging is 24,8 m. Loads and state estimation are done according to Eurocode.
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Bridge over the Chvalšinský Brook
Večeřa, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The project of the bridge construction aross the Chvalsinsky stream in the village Chvalsiny is the target of the bachelor’s thesis. The construction is designed in the three variations, all of which were chosen the variant prestressed slab structure with the length of bridging 13.5 m. The load calculation is performed by the computer program Scia Engineer and compared with manual calculations. The assessment of the structure is solved according to the standards EN 1992-1-1.
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Proposal and Design of the Flat Plate Slab
Ducháč, Josef ; Šimůnek,, Petr (referee) ; Švaříčková, Ivana (advisor)
The Bachelor´s thesis is focused on the analysis, design and assessment of the Flat Plate Slab. The Slab is located in multifunctional complex of winter stadium. All construction is made from reinforced concrete. The thesis solves various ways to create computational models. The thesis includes working-out of static calculation, drawing shape, reinforcement drawing of the Flat Plate Slab and the elaborate comparison with computational models.
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Sports building in Bystřice pod Hostýnem
Milich, Marek ; Štrba,, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this bachelor´s thesis is to design and statically examine a bearing structure of sports building in Bystřice pod Hostýnem. The core bearing structure with ground area measuring 28 x 43,4 m consists of steel frames from rolled sections. Scia Engineer 2010 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were double-checked with a hand calculation of a few subelements
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Reconstruction of a beam bridge
Otevřel, Rostislav ; Klusáček,, Ladislav (referee) ; Nečas, Radim (advisor)
The work deals with the calculation of current carrying capacity of the bridge girder structure according to ČSN 73 6222 and the proposal for a new bridge. The bridge is used to transfer local roads across the river Svratka. The bridge is designed as a plate full cross-section, simply placed with a length of 13,174 m. The communication category is S 7.5. Loads and assessment are done according to Eurocode.
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