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Bridge over the Jihlava river
Hibš, Daniel ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
This bachelor thesis deals with the design of a new bridge construction over the Jihlava river in Luka nad Jihlavou. The bridge is located on the road III/4044 at stationing 0,033 km. The bridge evidence number is 4044-1. Three studies were worked out in this thesis. First variant of load-bearing structure projects prestressed beams with composite slab, the next variant suggests dual girder construction and the third variant is prestressed concrete slab. The first study was selected – the bridge made of post-tensioned prefabricated beams with composited reinforced concrete slab. The calculation was carried out in the SCIA Engineer program, and selected outputs were checked by manual calculation. In addition, the time dependent analysis with construction phases was performed.
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Pedestrian bridge across the river Nitra
Tomečka, Petr ; Kaláb,, Pavel (referee) ; Nečas, Radim (advisor)
The subject matter of this master thesis is to design pedestrian bridge across the river Nitra in a city Nitra. Out of three possible solutions arch bridge was considered to be the most optimal system for given situation and it was analysed in detail. The design and assessment of load-bearing structure was evaluated acording to valid standarts. The main goal was to comply with ultimate and serviceability limit state. Global calculation model was created in ANSYS Mechanical APDL 21 R2. Model of the slab of the deck in the cross direction was performer using SCIA Engineer 19.1. Load capacity of some cross sections was verified manually and some using computer software IDEA Statica 21.0. This thesis is extended with drawings of sequence of construction, detailed drawings of the bridge and visualizations.
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Slab bridge over a local brook
Ondrušek, Martin ; Strnad, Jiří (referee) ; Nečas, Radim (advisor)
The bachelor's thesis deals with a prestressed slab bridge with one field. It is a road bridge that bridges a local river. A static calculation, which was verified by the Scia Engineering 19.1 program, was created. Ultimate and serviseability limit states were assessed.
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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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Pedestrian bridge across the river Nitra
Tomečka, Petr ; Kaláb,, Pavel (referee) ; Nečas, Radim (advisor)
The subject matter of this master thesis is to design pedestrian bridge across the river Nitra in a city Nitra. Out of three possible solutions arch bridge was considered to be the most optimal system for given situation and it was analysed in detail. The design and assessment of load-bearing structure was evaluated acording to valid standarts. The main goal was to comply with ultimate and serviceability limit state. Global calculation model was created in ANSYS Mechanical APDL 21 R2. Model of the slab of the deck in the cross direction was performer using SCIA Engineer 19.1. Load capacity of some cross sections was verified manually and some using computer software IDEA Statica 21.0. This thesis is extended with drawings of sequence of construction, detailed drawings of the bridge and visualizations.
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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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|
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Slab bridge over a local brook
Ondrušek, Martin ; Strnad, Jiří (referee) ; Nečas, Radim (advisor)
The bachelor's thesis deals with a prestressed slab bridge with one field. It is a road bridge that bridges a local river. A static calculation, which was verified by the Scia Engineering 19.1 program, was created. Ultimate and serviseability limit states were assessed.
|
|
|
Bridge over the Jihlava river
Hibš, Daniel ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
This bachelor thesis deals with the design of a new bridge construction over the Jihlava river in Luka nad Jihlavou. The bridge is located on the road III/4044 at stationing 0,033 km. The bridge evidence number is 4044-1. Three studies were worked out in this thesis. First variant of load-bearing structure projects prestressed beams with composite slab, the next variant suggests dual girder construction and the third variant is prestressed concrete slab. The first study was selected – the bridge made of post-tensioned prefabricated beams with composited reinforced concrete slab. The calculation was carried out in the SCIA Engineer program, and selected outputs were checked by manual calculation. In addition, the time dependent analysis with construction phases was performed.
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