Dálniční most přes silnici II/464
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A
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Vysoké učení technické v Brně. Fakulta stavební
Abstract
Diplomová práca rieši podrobný návrh diaľničného mosta z predpjatého betónu medzi mestami Brno a Ostrava. Konštrukcia je spojitá o troch poliach. Vnútorné sily boli prebraté to statického programu SCIA Enegineer. Posudok bol zrealizovaný podľa medzných stavov. Pri návrhu boli použité platné normy.
The master´s thesis is about detailed design of highway bridge from prestressed concrete between the cities Brno and Ostrava. The construction is continuous and consists from three fields. Internal forces was taken from software SCIA Engineer. The static assessment was realized according to limit states. Counstruction is evaluated according to the current standards.
The master´s thesis is about detailed design of highway bridge from prestressed concrete between the cities Brno and Ostrava. The construction is continuous and consists from three fields. Internal forces was taken from software SCIA Engineer. The static assessment was realized according to limit states. Counstruction is evaluated according to the current standards.
Description
Citation
ZALUBEL, T. Dálniční most přes silnici II/464 [online]. Brno: Vysoké učení technické v Brně. Fakulta stavební. 2014.
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cs
Study field
Konstrukce a dopravní stavby
Comittee
Date of acceptance
2014-02-06
Defence
Result of defence
práce byla úspěšně obhájena
Document licence
Standardní licenční smlouva - přístup k plnému textu bez omezení