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Title:
VISEČI ŽELEZNIŠKI JEKLENI MOST RAZPONA 75 M
Authors:
ID
Hajdarović, Igor
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
Files:
VS_Hajdarovic_Igor_2010.pdf
(21,54 MB)
MD5: FC8DBA34D84CEB506BCEBC2C40783560
PID:
20.500.12556/dkum/dfaa42a5-3380-419d-b9bb-356096eea2b3
Language:
Slovenian
Work type:
Undergraduate thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Namen diplomskega dela je bila zasnova in analiza visečega železniškega jeklenega mostu razpona 75 m. Dolžina celotnega mostu znaša 125 m, širina pa 6 m. Pilona višine 30 m sta vpeta v temelje in preko njih potekata dva glavna nosilna kabla premera 200 mm. Preko vešalk premera 60 mm je na glavna nosilna kabla pritrjena vozna konstrukcija, ki je sestavljena iz primarnih jeklenih vzdolžnih nosilcev, sekundarnih jeklenih vzdolžnih nosilcev pod vozno konstrukcijo in jeklenih prečnih nosilcev ter jeklenih diagonal. Uporabili smo jeklo S 355. V uvodu je podana kratka zgodovina železniških visečih mostov in pregled najbolj zanimivih že obstoječih visečih mostov po svetu. Opisana je teorija visečih mostov in podane so enačbe za izračun jeklenih konstrukcij po Eurocodu 3. Na koncu diplomskega dela je izračunana masa celotne mostne konstrukcije in materialni stroški za izdelavo.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
viseči železniški most
Place of publishing:
Maribor
Publisher:
[I. Hajdarović]
Year of publishing:
2009
PID:
20.500.12556/DKUM-12644
UDC:
624.014.2(043.2)
COBISS.SI-ID:
14095894
NUK URN:
URN:SI:UM:DK:21LMOVON
Publication date in DKUM:
14.01.2010
Views:
3481
Downloads:
319
Metadata:
Categories:
KTFMB - FG
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HAJDAROVIĆ, Igor, 2009,
VISEČI ŽELEZNIŠKI JEKLENI MOST RAZPONA 75 M
[online]. Bachelor’s thesis. Maribor : I. Hajdarović. [Accessed 25 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=12644
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Secondary language
Language:
English
Title:
SUSPENSION STEEL TRAIN BRIDGE OVER THE SPAN OF 75 M
Abstract:
The purpose of this diploma work is the design and the structural analysis of the steel suspension train bridge over the span of 75 m. The whole length of the bridge is 125 m and width of the bridge is 6.0 m. The pylons are 30 m height with main cables 200 mm of diameter hanged over them. The deck of the bridge is made of steel beams. Steel is S 355. A short review of the history of the railway suspension bridge and most popular bridges over the world, the theory of suspension bridge and basic equations for calculating steel structures are described in the preface. European standard Eurocode 1 and 3 were used. The self- weight and self-manufacturing cost of bridge are calculated at the end of diploma.
Keywords:
civil engineering
,
steel structures
,
suspension train bridge
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