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Nosná ocelová konstrukce železničního mostu / Load-carrying steel structure of railway bridge

The master thesis focuses on the design of a Load-carrying steel structure of railway bridge with bottom steel deck of the span of 28 + 45 + 23 m. The bridge is situated in the municipality of Třebestovice. Four variants of solution have been calculated. Two variants are made by plate main beams of variable profile, the next alternative was made by truss structure and the fourth variant consist of a combination of plate main beams with truss stiffener in the middle span. The most optimal solution was processed in detail. The calculations were done in compliance with valid ČSN EN norms.

Identiferoai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:371925
Date January 2018
CreatorsGanglbauer, Tereza
ContributorsMelcher, Jindřich, Karmazínová, Marcela
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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