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New family house in Poříčí nad Sázavou
Figuli, Juraj ; Perla, Jan (referee) ; Koláček, Jan (advisor)
This diploma thesis involves design and assessment of the supporting elements of a two-storey family house ceiling construction. The slab components are pairs of beams and translations. I have choose two variants of solution for a long span elements. The first variant includes reinforced concrete elements only and in the second one prestress is used for beams, because of reducing construction height requirements. The basic model was evaluate by the calculation program Scia Engineer 2013, so I made 2D model of a slab in the program and joined 1D elements to the slab like a ribs. Selected prestress reduces a construction height, so it matches the desired appearance.
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Prestressed bridge over the Orava river
Figuli, Juraj ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
The objective of bachelor’s thesis is design and dimensions of a single pole road bridge, which is designed for traffic in the city. Work forms the basis of static review of the structure of the bridge, for which was elected a variant of two-beam whit span of 24,5 meters. Two-beam is proposed as stressed structure, statically acting as a simple beam. Individual assessment according to the European standard for design (Euro code). The load effects are evaluated by the calculation program Scia Engineer 2012.0 based on a finite element method.
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New family house in Poříčí nad Sázavou
Figuli, Juraj ; Perla, Jan (referee) ; Koláček, Jan (advisor)
This diploma thesis involves design and assessment of the supporting elements of a two-storey family house ceiling construction. The slab components are pairs of beams and translations. I have choose two variants of solution for a long span elements. The first variant includes reinforced concrete elements only and in the second one prestress is used for beams, because of reducing construction height requirements. The basic model was evaluate by the calculation program Scia Engineer 2013, so I made 2D model of a slab in the program and joined 1D elements to the slab like a ribs. Selected prestress reduces a construction height, so it matches the desired appearance.
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|
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Prestressed bridge over the Orava river
Figuli, Juraj ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
The objective of bachelor’s thesis is design and dimensions of a single pole road bridge, which is designed for traffic in the city. Work forms the basis of static review of the structure of the bridge, for which was elected a variant of two-beam whit span of 24,5 meters. Two-beam is proposed as stressed structure, statically acting as a simple beam. Individual assessment according to the European standard for design (Euro code). The load effects are evaluated by the calculation program Scia Engineer 2012.0 based on a finite element method.
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