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Footbridge over the Berounka river
Pejčoch, Karel ; Kulhavý,, Tomáš (referee) ; Koláček, Jan (advisor)
THE OBJECT OF THE MASTER THESIS IS TO DESIGN OF SUPPORTING STRUCTURE OF PEDESTRIAN BRIDGE SITUATED OVER THE RIVER OF BEROUNKA. THE THESIS CONTAINS STATIC ANALYSIS OF THE CABLE-STAYED BRIDGE WITH TWO FIELDS, WHICH WAS CALCULATED IN THREE VERSIONS .THE CHOSEN VERSION OF THE BRIDGE CONSIST OF MONOLITIC AND PRECAST CONCRETE BRIDGE DECK, WHICH IS CONSTRAINED USING PRESTRESSED CABELS AND SUPPORTED BY HANGINGS.THE CALCULATIONS OF THE LONGITUDINAL WAS PERFORMED BY COMPUTATIONAL SOFTWARE OF SCIA ENGINEERING 15.1
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Prestressed bridge over the Budišovka river
Hroudná, Denisa ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
The subject of this bachelor's thesis is the design of a prestressed bridge over the river Budišovka. Three preliminary studies have been proposed and one of them was selected for more detailed processing. Span length of construction is 18,0 m. Selected variant was assessed for ultimate and serviceability limit state according to CSN EN 1992-2.
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Road bridge in Budišov nad Budišovkou
Šedová, Linda ; Strnad, Jiří (referee) ; Koláček, Jan (advisor)
The subject of this bachelor’s thesis is to design a one field road bridge in Budišov nad Budišovkou. The supporting structure is from prestressed concrete with the lenge 21,0 m and span lenght of construction is 18,0 m. The load effects is calculated by Scia and compare with manual calculation. Selected construction was assesed for the serviceability limit state and the ultimate limit state according to ČSN EN 1992-2.
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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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Load bearing RC structure of office building
Ferencz, Balázs ; Zlámal, Martin (referee) ; Šimůnek, Petr (advisor)
The Master’s thesis is focused on the analysis and design of selected members of load-bearing structure of an administration building according to the ultimate limit states (ULS) and seviceability limit states (SLS). The calculation and the analysis was supported by design software SCIA ENGINEER 2012. Structural analysis deals with the design of the reinforced concrete (RC) flat slab above the 4rd strorey which is particularly supported by RC columns and particularly lies on RC walls. Furthermore, the Master’s thesis contains analysis of some selected columns of last three storeys, column of lowest storey, construction of stairway between 4rd and 5th storeys. The work beside this deals with the calculation and design of foundation of the object. The rest parts of the load-bearing structure are not solved in the Master’s thesis.
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Road bridge over the Budišovka river
Zývala, Pavel ; Požár, Michal (referee) ; Koláček, Jan (advisor)
The aim of this bachelor thesis is to design of bridge construction over the river of Budišovka located near the village of Budišov nad Budišovkou. The load bearing system is composed from one reinforced concretespan. The structural design was made in two variants, which were compared between them. For calculations of first way was used the software of Scia Engineering 16.1 and second way was calculated by simplified manual method of effective width. All calculations were performed according to actual standard EN.
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Steel Structure of the Office Building
Stavrovský, Jiří ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.
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The local road bridge
Janek, Tomáš ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
The bachelor´s thesis deal with a design and assessment a one-span girder bridge. The girder bridge is made of prestressed concrete. The aim of the bachelor´s thesis is to design and assess supporting structure to the specified load.
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Design of concrete pedestrian bridge
Hlaváček, Matěj ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The aim of the thesis is to design a footbridge at the specified location. There have been developed three variants of bridge, which one was selected for detailed design and check. Construction of the footbridge is designed like a frame with fixed foundation piles and hinge attached at the point of connection to the foundation piles. For the calculation of load effects was used Scia Engineer, for the assessment was using MS Excel and manual calculations and drawings drawing in AutoCAD. In this work is done preload design, short- and long-term losses, ultimate and serviceability limit state and reinforcement drawings.
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