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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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Bridge over the Chvalšinský Brook
Večeřa, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The project of the bridge construction aross the Chvalsinsky stream in the village Chvalsiny is the target of the bachelor’s thesis. The construction is designed in the three variations, all of which were chosen the variant prestressed slab structure with the length of bridging 13.5 m. The load calculation is performed by the computer program Scia Engineer and compared with manual calculations. The assessment of the structure is solved according to the standards EN 1992-1-1.
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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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|
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Bridge over the Chvalšinský Brook
Večeřa, Jan ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The project of the bridge construction aross the Chvalsinsky stream in the village Chvalsiny is the target of the bachelor’s thesis. The construction is designed in the three variations, all of which were chosen the variant prestressed slab structure with the length of bridging 13.5 m. The load calculation is performed by the computer program Scia Engineer and compared with manual calculations. The assessment of the structure is solved according to the standards EN 1992-1-1.
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