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Analysis of reinforced concrete bridge in Velké Meziříčí
Necid, Miloš ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
I deal with the road bridge in Velké Meziříčí in the thesis. The bridge is a reinforced concrete structure with one field, with two main beams above the ground level. In the first phase I assess existing state of the ultimate limit state. I do calculation of internal forces both manually and in Scia Engineer. Furthermore, I propose two possible solutions of measures for the main beams to increase the carrying capacity and improving sight conditions on the bridge. In both variants I prestress the main beams with prestressing reinforcement. In the last option I propose a new bridge supporting structure, which is an additional prestressed slab.
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Multi-span bridge structure
Necid, Miloš ; Brtáň, Stanislav (referee) ; Koláček, Jan (advisor)
I deal with the road bridge near Velké Meziříčí in the thesis. The highway bridge overcomes valley 360 m long and 36 m high. For each course there is a separate super-structure. Each of the support structures converts three stripes of road transport. I do calculation of internal forces both manually and in Scia Engineer. In the thesis is drawings, showing the gradual construction, diagram of prestressing and reinforcement.
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Multi-span bridge structure
Necid, Miloš ; Brtáň, Stanislav (referee) ; Koláček, Jan (advisor)
I deal with the road bridge near Velké Meziříčí in the thesis. The highway bridge overcomes valley 360 m long and 36 m high. For each course there is a separate super-structure. Each of the support structures converts three stripes of road transport. I do calculation of internal forces both manually and in Scia Engineer. In the thesis is drawings, showing the gradual construction, diagram of prestressing and reinforcement.
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Analysis of reinforced concrete bridge in Velké Meziříčí
Necid, Miloš ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
I deal with the road bridge in Velké Meziříčí in the thesis. The bridge is a reinforced concrete structure with one field, with two main beams above the ground level. In the first phase I assess existing state of the ultimate limit state. I do calculation of internal forces both manually and in Scia Engineer. Furthermore, I propose two possible solutions of measures for the main beams to increase the carrying capacity and improving sight conditions on the bridge. In both variants I prestress the main beams with prestressing reinforcement. In the last option I propose a new bridge supporting structure, which is an additional prestressed slab.
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