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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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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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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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Static analysis of acoustic enclosure
Hándlová, Barbora ; Martinásek, Josef (referee) ; Vlk, Zbyněk (advisor)
The subject of this Bachelor’s thesis is a structural analysis of acoustic enclosure, which is located above production facilities. The enclosure is assembled of elements with a load-bearing skeleton made of steel. It is possible to dismount the enclosure in parts. Computational software RFEM was chosen to model the 3D structure. The aim of this thesis is an assessment of ultimate and serviceability limit state of some selected elements. Some of the results obtained from the RFEM program are verified by hand-done calculation.
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The roof structure of the sport hall in Mikulov
Sochorec, Michal ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
Bachelor’s thesis describes design and static assessment of the roof structure of sport hall in Mikulov. Specifically the roofing of the two tennis courts and surrounding stands. Thesis examine several alternatives of design of roof structure like plate girders from glued laminated timber or truss girders made from solid wood. Girders span is 19 m above each tennis court. In the static calculation are assessed individual supporting elements and their connections. The thesis also includes fire resistant report of some elements of roof structure. Static analysis has been accomplished by student version of the SCIA Engineer 14 software.
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The footbridge for pedestrians and cyclists in Loštice
Sochorec, Michal ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The Diploma thesis deals with design and static assessment of timber footbridge structural system for pedestrians and cyclist across the Trebuvka river in Lostice on the site of the existing footbridge. Structural system is designed in two alternatives and assessed according to the current standards. Spans of the bridge are 2x18 m and 1x6 m. The main beams are made of glued laminated timber, other parts of the structure are made of timber and steel elements. First alternative is designed as a simple half-through truss beam, second alternative as continuous beam with variable height where the deck is sitting on top of the girders.
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The calculation of existing slab bridge
Luliak, Ondřej ; Nečas,, Radim (referee) ; Klusáček, Ladislav (advisor)
Bachelor´s thesis is concrended with resistance simple bearing slab bridges. The main focuse is comparison diferents in resistance calculated according to ČSN valid between 1915 and 1935 compare with calculate resistance according to ČSN EN which is valid now. Next part is concrended serviceability limit state.
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