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Design of the single span bridge in Vražné
Juřenčáková, Jana ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The subject of bachelor thesis is a design of single span bridge in Vražné. Within the scope of thesis there are three studies of bridge. Cast-in-place concrete slab super structure was found appropriate and further calculations were assessed. Length of span is 15,00 m. Internal forces were provided by SCIA Engineer and checked with manual calculation. The supporting structure was assessed for the ultimate limit state and serviceability limit state. Calculations were made according to valid standards and regulations.
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Prestressed bridge in Velké Pavlovice
Stloukal, Radim ; Růžička, Stanislav (referee) ; Koláček, Jan (advisor)
The subject of this thesis is to design a bridge construction over the river Trkmanka in the municipality Velké Pavlovice. The superstructure is designed as a prestressed one field slab bridge with the length of 16,85m. As a part of this thesis there is enclosed structural analysis calculated accordingly to ČSN EN 1992-1-1. The load effects were calculated by Scia Engineer and compared with manual calculation. The rest of the calculations are done manually and ocassionally compared to engineering software. The construction has been analysed for the ultimate limit state, serviceability limit state and the stress anchors have been designed.
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Slab bridge over a local brook
Olšák, Martin ; Hochman, Dominik (referee) ; Nečas, Radim (advisor)
The subject of this bachelor’s thesis is to design a one field slab bridge over a local brook. The supporting structure is from prestressed concrete with the lenght of 18,00 m. The load effects is calculated by Scia Engineer 2013.1 and compared with manual calculation. The supporting structure is assessed for the ultimate limit state and serviceability limit state. Static assessment is done by hand calculation acording to CSN EN 1992-2.
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Bridge on the I/42 road in Brno
Grunt, Michal ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject work is to design bridge construction on the road I/42 in Brno between neighborhoods Kralovo Pole - Pisarky. The work includes construction of bridge structural analysis of one field, which is designed in three versions. The selected option is of constant cross-section of reinforced concrete with a length of 13.2 m load effects calculation is made by computer software Scia Engineer for study and compared with manual calculation method of co-latitude records. Assessing the structure is calculated by hand according to EN 1992-1-1. The calculation is performed without time analysis.
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Slab bridge over a local brook
Ondrušek, Martin ; Strnad, Jiří (referee) ; Nečas, Radim (advisor)
The bachelor's thesis deals with a prestressed slab bridge with one field. It is a road bridge that bridges a local river. A static calculation, which was verified by the Scia Engineering 19.1 program, was created. Ultimate and serviseability limit states were assessed.
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Design of the simple slab bridge
Váša, Jiří ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the design and assessment of the bridge in the village of Hladké Životice. Three variants of bridge constructions have been developed. For consideration was selected the variant of the pre-stressed bridge plate frame construction with one field. Calculation of load effects was performed in Scia Engineer. The assessment is carried out according to European standards.
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Road bridge over the Trkmanka river in Velké Pavlovice
Coufal, Jakub ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The subject of this thesis is the design of the bridge constructino across the river Trkmanka in Velké Pavlovice. The supporting structure consists of a reinforced concrete slab on one field. The load was calculated in Scia Engineer software and compared with a simplified method of calculation of effective width. Static calculation was continued counted manually.
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Slab bridge over a local brook
Ondrušek, Martin ; Strnad, Jiří (referee) ; Nečas, Radim (advisor)
The bachelor's thesis deals with a prestressed slab bridge with one field. It is a road bridge that bridges a local river. A static calculation, which was verified by the Scia Engineering 19.1 program, was created. Ultimate and serviseability limit states were assessed.
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Design of the single span bridge in Vražné
Juřenčáková, Jana ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
The subject of bachelor thesis is a design of single span bridge in Vražné. Within the scope of thesis there are three studies of bridge. Cast-in-place concrete slab super structure was found appropriate and further calculations were assessed. Length of span is 15,00 m. Internal forces were provided by SCIA Engineer and checked with manual calculation. The supporting structure was assessed for the ultimate limit state and serviceability limit state. Calculations were made according to valid standards and regulations.
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Design of the simple slab bridge
Váša, Jiří ; Svoboda, Adam (referee) ; Klusáček, Ladislav (advisor)
This thesis deals with the design and assessment of the bridge in the village of Hladké Životice. Three variants of bridge constructions have been developed. For consideration was selected the variant of the pre-stressed bridge plate frame construction with one field. Calculation of load effects was performed in Scia Engineer. The assessment is carried out according to European standards.
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