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Slab bridge in Újezd at Brno
Dočkal, Miloš ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject of bachelor´s thesis is to design a bridge construction in Újezd u Brna. The bridge is part of a local road and it is used to transfer across the river Litava. The bridge construction is designed in two variants. The chosen variant is prestressed concrete construction with a lenght of 19,8 metres and a width of 5,6 metres. The calculation of loads is deal with software Scia Engineer 2012 and the results are verified with manual calculation. The construction is manual-calculated according to Eurocode.
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The two way prestressed floor slab
Prášek, Martin ; Perla, Jan (referee) ; Klusáček, Ladislav (advisor)
This bachelor’s thesis focuses on design and check of pre-stress concrete slab of multifunctional building. Designed floor slab is purposed as office spaces. Method of preliminary design was established as method balancing self-weight load. The result is check of designed structure on service limit state, ultimate limit state and drawings
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Prestressed concrete Bridges
Filip, Štěpán ; Hofírek, Radovan (referee) ; Panáček, Josef (advisor)
The aim of this Bachelor thesis is the design of perpendicular bridge over no name (local) brook without permanent flow. Its content is the design of the structure of the one-span bridge, which is designed in three variants. The selected option consists of additionally prestressed slab of height 1,0 m with a length of 24,3 m. Calculation of load effects is done by computer software SCIA ESA 2013 . Evaluation of structure is calculated manually according to standard EN 1992-2. The calculation is done without time analysis.
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Beam bridge in Protivín
Mazáč, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
This bachelor project is focused on road bridge design. The road I/20 between České Budějovice and Písek city is crossing wattercourse. There are three preliminary versions designed, two of them are using prestressed concrete slab and last one precast concrete beams. One of the versions (the one using prestressed concrete slab) is worked up in details. The project includes statical analysis, drawing documentation and visualization.
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Slab bridge in the Litovel town
Majer, David ; Svoboda, Adam (referee) ; Panáček, Josef (advisor)
The subject of this bachelor’s thesis is the design and analysis of perpendicular, one-span bridge construction across the millrace for electrical power station in the Litovel town. Object is located to 2nd class road II/449. Three variants were designed - prestressed trapezoidal slab, prestressed double-beam construction and construction of four prestressed girders of shape I. After these variants were weigh up and the first one, with the length of cantilevered construction 22,5 m, was chosen for analysis. Calculation of load effects was made by software Scia Engineering 2013, it was compared to a manual calculation and the analysis was made by manual calculation according to current standards.
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The two way prestressed floor slab
Prášek, Martin ; Perla, Jan (referee) ; Klusáček, Ladislav (advisor)
This bachelor’s thesis focuses on design and check of pre-stress concrete slab of multifunctional building. Designed floor slab is purposed as office spaces. Method of preliminary design was established as method balancing self-weight load. The result is check of designed structure on service limit state, ultimate limit state and drawings
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|
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Slab bridge in the Litovel town
Majer, David ; Svoboda, Adam (referee) ; Panáček, Josef (advisor)
The subject of this bachelor’s thesis is the design and analysis of perpendicular, one-span bridge construction across the millrace for electrical power station in the Litovel town. Object is located to 2nd class road II/449. Three variants were designed - prestressed trapezoidal slab, prestressed double-beam construction and construction of four prestressed girders of shape I. After these variants were weigh up and the first one, with the length of cantilevered construction 22,5 m, was chosen for analysis. Calculation of load effects was made by software Scia Engineering 2013, it was compared to a manual calculation and the analysis was made by manual calculation according to current standards.
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|
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Prestressed concrete Bridges
Filip, Štěpán ; Hofírek, Radovan (referee) ; Panáček, Josef (advisor)
The aim of this Bachelor thesis is the design of perpendicular bridge over no name (local) brook without permanent flow. Its content is the design of the structure of the one-span bridge, which is designed in three variants. The selected option consists of additionally prestressed slab of height 1,0 m with a length of 24,3 m. Calculation of load effects is done by computer software SCIA ESA 2013 . Evaluation of structure is calculated manually according to standard EN 1992-2. The calculation is done without time analysis.
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Beam bridge in Protivín
Mazáč, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
This bachelor project is focused on road bridge design. The road I/20 between České Budějovice and Písek city is crossing wattercourse. There are three preliminary versions designed, two of them are using prestressed concrete slab and last one precast concrete beams. One of the versions (the one using prestressed concrete slab) is worked up in details. The project includes statical analysis, drawing documentation and visualization.
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Slab bridge in Újezd at Brno
Dočkal, Miloš ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject of bachelor´s thesis is to design a bridge construction in Újezd u Brna. The bridge is part of a local road and it is used to transfer across the river Litava. The bridge construction is designed in two variants. The chosen variant is prestressed concrete construction with a lenght of 19,8 metres and a width of 5,6 metres. The calculation of loads is deal with software Scia Engineer 2012 and the results are verified with manual calculation. The construction is manual-calculated according to Eurocode.
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