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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 concrete slab
Dobeš, Marek ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor's thesis is the design and analysis of one-span, perpendicular bridge across the river. Two preliminary studies have been designed and one of them was selected as the most appropriate solution and then further elaborated in more detail. The selected one was prestressed trapezoidal slab with the span of 21 meters. The load effects were calculated using a manual calculation and a program Scia Engineering and then compared. The assessment of ultimate and serviceability limit state was done by manual calculation according to current valid standards.
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Prestressed bridge slab
Stoklasová, Andrea ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of the thesis is to design the one pole slab bridge. As a material of the supporting structure has been chosen prestressed concrete. Three preliminary studies have been designed, one of them is selected as the most appropriate solution, and then further elaborated. The span of the bridge is 20 meters. The load effects is calculated using Scia Engineer 17.1 and then compared by manual calculation. An assessment has been made of the ultimate and the serviceability limit state.
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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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Reconstruction of the bridge acros the valley near Dobruška
Dočkal, Miloš ; Krejčík, Vladimír (referee) ; Klusáček, Ladislav (advisor)
The final thesis is focused on design a bridge construction. across the valley near Dobruška. The existing bridge is convenient and it will be replaced by a new bridge construction. The bridge is situated on motorway I/14 and it is used to transfer across the valley and Brtevsky brook.The bridge construction is designed in three alternatives. The chosen variant is a post-tensioned two-beam concrete construction with a lenght of 88,5 metres and a width of 14,0 metres. The calculation of load is solved in Scia Engineer 2014. The construction is designed in accordance with valid standards and it is made a drawing documentation.
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Design of Building on the Wenceslas Square
Moc, Ondřej ; Hladík, Pavel (referee) ; Zich, Miloš (advisor)
The Diploma’s thesis deals with the design of selected parts of reinforced and prestressed concrete structure. Internal forces were solved by software SCIA ENGINEER. Prestress concrete element was solved by module TDA. Phases of construction were considered. Detailed solution is focused on the design of reinforced concrete floor slab with joists within the basement, reinforced concrete beam with five spans within the basement, reinforced girder within the basement, reinforced column within the basement, reinforced footing and prestressed concrete joist within the basement. Drawings of shape and drawings of reinforcement are included in this thesis. Other elements of construction were not solved in this thesis.
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Bridge across the river Svitava
Mičánek, Ondřej ; Koláček, Jan (referee) ; Nečas, Radim (advisor)
The subject of this bachelor thesis is the design of superstructure of footbridge over the Svitava river. The design is processed by three options. The chosen option is designed as an arch bridge with a lower prestressed bridge deck, suspended on a steel arch. Bridge is designed as perpendicular, simply placed on the outer supports. The lenght of of the superstructure is 46,8 m. and the lenght of the bridging is 44 m. The steel arch is designed as a second stage parabola with a 6 m stiffness. The calculation of load effects was done by SCIA Engineer 2017 software. Design and structural assessment reports are designed according to the valid standards and regulations.
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Bridge ower Račí brook
Novotný, Matěj ; Slánský, Bohuslav (referee) ; Panáček, Josef (advisor)
The Bachelor thesis deals with the road bridge on tfe road I/60 across the "Račí" brook. Construction is proposed in three variants. The selected design was prestressed board length18,2 meters, intended as a simple beam. Calculation of load is performed by software SCIA. The construction is evaluated according to current standards.
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Slab bridge over the local stream
Doležal, Lukáš ; Svoboda, Adam (referee) ; Požár, Michal (advisor)
The subject of this bachaleor’s thesis is a design road slab bridge with one – spane over the local stream. Span of construction is 19 m. Geometry of the bridge was chosen from 3 studies. Bridge deck is make of prestressed concrete. Calculation of load effect was made in SCIA Engineer 18.1. Slab was structural assessment on ultimate limit state and ultimate serviceability state using MS Excel. Finally was made drawing documentation and vizualization.
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