Predpätý most cez rieku Oravu
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C
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Vysoké učení technické v Brně. Fakulta stavební
Abstract
Cieľom bakalárskej práce je návrh a dimenzovanie jednopoľového cestného mostu, ktorý má slúžiť pre premávku v meste. Základ práce tvorí statický posudok nosnej konštrukcie mosta, pre ktorú bol zvolený variant dvoj-trámu o rozpätí 24,5 metra. Dvoj-trám je navrhovaný ako dodatočne predpätý, staticky pôsobiaci ako prostý nosník. Pri jednotlivých posudkoch sa postupovalo v zmysle stanovenom európskou normou pre navrhovanie (Euro kódom). Stanovené účinky zaťaženia sú vyhodnotené výpočtovým programom Scia Engineer 2012.0 založenom na báze metódy konečných prvkov.
The objective of bachelor’s thesis is design and dimensions of a single pole road bridge, which is designed for traffic in the city. Work forms the basis of static review of the structure of the bridge, for which was elected a variant of two-beam whit span of 24,5 meters. Two-beam is proposed as stressed structure, statically acting as a simple beam. Individual assessment according to the European standard for design (Euro code). The load effects are evaluated by the calculation program Scia Engineer 2012.0 based on a finite element method.
The objective of bachelor’s thesis is design and dimensions of a single pole road bridge, which is designed for traffic in the city. Work forms the basis of static review of the structure of the bridge, for which was elected a variant of two-beam whit span of 24,5 meters. Two-beam is proposed as stressed structure, statically acting as a simple beam. Individual assessment according to the European standard for design (Euro code). The load effects are evaluated by the calculation program Scia Engineer 2012.0 based on a finite element method.
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Citation
FIGULI, J. Predpätý most cez rieku Oravu [online]. Brno: Vysoké učení technické v Brně. Fakulta stavební. 2013.
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cs
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Konstrukce a dopravní stavby
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2013-06-12
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práce byla úspěšně obhájena
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Standardní licenční smlouva - přístup k plnému textu bez omezení