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Girder bridge over the Lomnice River
Svoboda, Tomáš ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The subject of the Bachelor´s thesis is the design of the ghrinder bridge over the Lomnice river. The main topic is static calculation of supporting construction of one span bridge. Two studies were executed and the second option, pre-stressed girder bridge was chosen. The supporting construction is 22 meters long. Static model and effects of loadings are solved the in software Scia Engineer. Reviews are calculated by hand according to current standards.
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Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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Slab bridge in Český Krumlov
Luberová, Lucie ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject of this bachelor’s thesis is the design a new supporting bridge construction across creek Polečnice in Český Krumlov. This object is located on the 1st class road I/39, at kilometer 13,027. The objective is the design of a perpendicular one-span construction, which is proposed in three variants. The first variant is a slab from post-tensioned concrete with a variable height of max. 0,950 m. The second variant is composed of prefabricated concrete beams VSTI 2000-21/0,9 coupled with a reinforced concrete slab with a thickness of 0,200 m. The third variant is similarly of prefabricated concrete beams T93-21/0,85 coupled with a reinforced concrete slab with a thickness 0,200 m. For detailed assessment the first variant was chosen with a length of bridging of 18,080m. The calculation of load effects is done by computer softwares Scia Engineer 14 and IDEA StatiCa and compared with a manual calculation according to current standards.
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The design of bridge structure in Žďár nad Orlicí
Tomečka, Petr ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The aim of Bachelor thesis is to design reconstruction of the bridge and assess of new load-bearing structure. From three possible solutions monolithic slab was chosen as best one. The design and assessment of load-bearing structure have been carried out to valid standards. The goal was to comply ultimate and serviceability limit state. The load effects calculations has been performed manually and by using software Scia Engineer 19.1. The thesis is supplemented by drawings and visualizations.
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Design of a prestressed beam bridge
Řehulka, Richard ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
The aim of this bachelor thesis is to design prestressed beam bridge across river. Bridge is a statically indeterminate structure fixed on one side and on the other side is roller support. Vertical alignment consists of parabolic arc. Height of construction is enlarged from mid of the span to the fixed side. The construction was designed and assessed to the serviceability limit state and ultimate limit state. Scia engineer was used for modelling. Calculation was mainly done in Microsoft Excel and checked by hand and in Scia engineer. Subject of this thesis was also creating a drawings, visualization, and static calculation, which could be found in attachment.
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The design of bridge structure in Žďár nad Orlicí
Tomečka, Petr ; Bobek, Lukáš (referee) ; Klusáček, Ladislav (advisor)
The aim of Bachelor thesis is to design reconstruction of the bridge and assess of new load-bearing structure. From three possible solutions monolithic slab was chosen as best one. The design and assessment of load-bearing structure have been carried out to valid standards. The goal was to comply ultimate and serviceability limit state. The load effects calculations has been performed manually and by using software Scia Engineer 19.1. The thesis is supplemented by drawings and visualizations.
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Bridge over the Branná river
Holuša, Adam ; Pěkník, Robin (referee) ; Panáček, Josef (advisor)
Bachelor’s thesis deals with a design of a new bridge construction over Branná river nearby Jindřichov. Bridge is located on road II/369 at kilometer 21,113. Bridge evidence number is 369-020. Thesis includes three studies. First study is post-tensioned slab constructions. Second study is construction made of prefabricated beams T93. Third study is designed with two post-tensioned girders. For next assessment was chosen post-tensioned slab construction 18,14 meters long. Load effect calculation is solved in Scia Engineer 15.3. Software calculation is compared with manual calculation.
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Slab bridge in Český Krumlov
Luberová, Lucie ; Koláček, Jan (referee) ; Panáček, Josef (advisor)
The subject of this bachelor’s thesis is the design a new supporting bridge construction across creek Polečnice in Český Krumlov. This object is located on the 1st class road I/39, at kilometer 13,027. The objective is the design of a perpendicular one-span construction, which is proposed in three variants. The first variant is a slab from post-tensioned concrete with a variable height of max. 0,950 m. The second variant is composed of prefabricated concrete beams VSTI 2000-21/0,9 coupled with a reinforced concrete slab with a thickness of 0,200 m. The third variant is similarly of prefabricated concrete beams T93-21/0,85 coupled with a reinforced concrete slab with a thickness 0,200 m. For detailed assessment the first variant was chosen with a length of bridging of 18,080m. The calculation of load effects is done by computer softwares Scia Engineer 14 and IDEA StatiCa and compared with a manual calculation according to current standards.
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Girder bridge over the Lomnice River
Svoboda, Tomáš ; Nečas, Radim (referee) ; Panáček, Josef (advisor)
The subject of the Bachelor´s thesis is the design of the ghrinder bridge over the Lomnice river. The main topic is static calculation of supporting construction of one span bridge. Two studies were executed and the second option, pre-stressed girder bridge was chosen. The supporting construction is 22 meters long. Static model and effects of loadings are solved the in software Scia Engineer. Reviews are calculated by hand according to current standards.
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