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Design of the simple beam bridge
Zábranský, Ivo ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
The aim of this work is to design a bridge for one field as a counter-proposal against the existing low-bridge. The bridge is designed as a prestressed concrete T cross-section overflowing waterway with a length of 24 meters. The internal forces on the structure were calculated using the software Rfem 5.01 with subsequent manual static calculation of the design according to ČSN EN 1992-1-1 for the serviceability limit state and ultimate limit state.
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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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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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Design of the simple beam bridge
Zábranský, Ivo ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
The aim of this work is to design a bridge for one field as a counter-proposal against the existing low-bridge. The bridge is designed as a prestressed concrete T cross-section overflowing waterway with a length of 24 meters. The internal forces on the structure were calculated using the software Rfem 5.01 with subsequent manual static calculation of the design according to ČSN EN 1992-1-1 for the serviceability limit state and ultimate limit state.
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