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Dvoutrámový most přes řeku Bebravu / Double-T bridge over the Bebrava river

The subject of diploma thesis is the design of the grinder over river Bebrava. The maintopic is static calculation of supporting construction of three span structure. Three varianties were executed, from these varianties was chosen pre-stressed girder bridge. The lenght of the spans is 23+29+23 m. Static model and effect of loading are solved in software SciaEngeneer 15.1. All calculations were performed in accordance with Eurokode.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:265522
Date January 2017
CreatorsHlavoň, Michal
ContributorsFormánek, Ing Martin, Koláček, Jan
PublisherVysoké učení technické v Brně. Fakulta stavební
Source SetsCzech ETDs
LanguageCzech
Detected LanguageEnglish
Typeinfo:eu-repo/semantics/masterThesis
Rightsinfo:eu-repo/semantics/restrictedAccess

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