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Bridge on the local road across the II/464 road
Zalubel, Tomáš ; Nečas,, Radim (referee) ; Panáček, Josef (advisor)
The Bachelor thesis deals with the local road bridge across the road II/464. Construction is proposed in three variants. The selected design was prestressed board length 24 meters, intended as a simple beam. Calculation of load is performed by software SCIA. The construction is evaluated according to current standards. Construction was calculated without the influence of temporal analysis.
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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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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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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 at Kájov Village
Pavlíček, Zdeněk ; Zvolánek, Lukáš (referee) ; Panáček, Josef (advisor)
Topic of this bachelors´s thesis is project of bridge on road II/166 near to Kájov village. Aim of the bridge is transportation across Chvalšinký potok. Three variants of possible solution were designed. In first and second solution were used prestressed slab structures. In third prefabricated prestressed beams. Selected variant was prestressed slab structure with rectangular cross-section. Thesis contains statical analysis, drawing documentation, text part and visualization of designed constuction.
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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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Slab bridge at Kájov Village
Pavlíček, Zdeněk ; Zvolánek, Lukáš (referee) ; Panáček, Josef (advisor)
Topic of this bachelors´s thesis is project of bridge on road II/166 near to Kájov village. Aim of the bridge is transportation across Chvalšinký potok. Three variants of possible solution were designed. In first and second solution were used prestressed slab structures. In third prefabricated prestressed beams. Selected variant was prestressed slab structure with rectangular cross-section. Thesis contains statical analysis, drawing documentation, text part and visualization of designed constuction.
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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 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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Bridge on the local road across the II/464 road
Zalubel, Tomáš ; Nečas,, Radim (referee) ; Panáček, Josef (advisor)
The Bachelor thesis deals with the local road bridge across the road II/464. Construction is proposed in three variants. The selected design was prestressed board length 24 meters, intended as a simple beam. Calculation of load is performed by software SCIA. The construction is evaluated according to current standards. Construction was calculated without the influence of temporal analysis.
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