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Jeklen most za pešce čez reko Savo v Radečah : diplomska naloga
ID Vresk, Petra (Author), ID Korelc, Jože (Mentor) More about this mentor... This link opens in a new window, ID Sinur, Franc (Co-mentor), ID Logar, Janko (Thesis defence commission member)

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MD5: F2749CDCBAAC174DA4F97B7A9D5865CD
PID: 20.500.12556/rul/c6c5f4a4-bbcb-4182-9e89-89e4523cafa8

Abstract
Diplomska naloga obravnava zasnovo, statično analizo in dimenzioniranje jeklenega peš mostu čez reko Savo, v Radečah, z razponom 100 m. Pri zasnovi mostu smo prišli do ideje za ločni most z lokom nad prekladno konstrukcijo. Sledila je analiza obtežb ter njihovih kombinacij za mejno stanje nosilnosti in mejno stanje uporabnosti. V analizi nismo zajeli dinamičnih vplivov vetra in potresa. Izvedena je bila statična analiza in dimenzioniranje elementov. Elementi so dimenzionirani glede na dobljene notranje veličine s programom Scia Engineer. Zaradi vitkosti konstrukcije pri dimenzioniranju mostu, ni bilo kritično mejno stanje nosilnosti, ampak mejno stanje uporabnosti; Lastne frekvence mostu niso bile v obočju priporočenih mej. Tako bi bilo dodatno potrebno izvesti detajlno dinamično analizo mostu.

Language:Slovenian
Keywords:gradbeništvo, diplomska naloga, UNI, B-GR, zasnova, jeklo, most za pešce, ločni most, obtežbe, obremenitve, statična analiza, statična analiza, lastne frekvence, dimenzioniranje
Work type:Bachelor thesis/paper (mb11)
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2014
Publisher:[P. Vresk]
Number of pages:XI, 36 str., 8 pril.
Place:Ljubljana
PID:20.500.12556/RUL-32440 This link opens in a new window
UDC:624.014.2:624.2(043.2)
COBISS.SI-ID:6819937 This link opens in a new window
Publication date in RUL:10.07.2015
Views:3208
Downloads:734
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Secondary language

Language:English
Title:Steel footbridge over the Sava river in Radeče
Abstract:
The thesis deals with the design, static analysis and dimensioning of a steel footbridge bridge over the Sava River in Radeče with a span of 100 m. In designing the bridge, we produced an idea to create an arch bridge over a deck construction. The thesis also contains an analysis of loads and their combinations for the ultimate limit state and serviceability limit state. It is important to note that dynamic influences of wind and earthquake were excluded from the analysis. We conducted a static analysis and element dimensioning. The elements were dimensioned using the Scia Engineer software according to the calculated internal forces. The construction of the bridge was slender. As a result, the serviceability limit state in the dimensioning process was more problematic than the ultimate limit state. Natural frequencies of the bridge were not within the recommended limits. To this end, a more detailed dynamic analysis of the bridge would be necessary.

Keywords:concept, steel, footbridge, arch bridge, arch bridge, loads, loadings, static analysis, natural frequencies, dimensioning

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