The subject of this master thesis is the design and analysis of bridge construction on the crossing of relocated road III/11812 over the future extension of the motorway D4. The geometrical road design of the sugested relocation is predetermined. 4 variant solutions are designed, one of which is selected for subsequent detailed solution. The selected variant is designed as a slab-girder continuous 3-span beam bridge with span lenghts 20.00, 34.50, 20.00m. The load-carrying structure is connected to pillars by notched joint and to abutment by pot bearing. Calculation of load effects was made with software Scia Engineer 18.0 and the analysis was done in cmpliance with current service and ultimate limit states standards.
| Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:391999 |
| Date | January 2019 |
| Creators | Škarda, Jan |
| Contributors | Krejčík, Vladimír, Klusáček, Ladislav |
| Publisher | Vysoké učení technické v Brně. Fakulta stavební |
| Source Sets | Czech ETDs |
| Language | Czech |
| Detected Language | English |
| Type | info:eu-repo/semantics/masterThesis |
| Rights | info:eu-repo/semantics/restrictedAccess |
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