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Title:
JEKLENI VEČNADSTROPNI STOLPIČ
Authors:
ID
Ferš, Alen
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Žlender, Bojan
(Comentor)
Files:
UNI_Fers_Alen_2012.pdf
(2,92 MB)
MD5: 8DE71D3BAA1094697F155A5CCF996511
PID:
20.500.12556/dkum/de9ddd53-0ae4-47a7-81cc-989517680db8
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Namen diplomskega dela je izvedba računske analize in dimenzioniranja poslovnega objekta s šestimi etažami in dvema etažama podzemnih garaž. Tlorisni dimenziji jeklene konstrukcije sta 20×20 m, podzemne pa 33×37 m. Višina objekta jeklene konstrukcije je 25 metrov, podzemne pa 7 metrov. Jeklena konstrukcija je izvedena iz jekla S355. Uporabljeni so vroče valjani profili 1. in 2. razreda kompaktnosti. Uporabljen beton za izvedbo podzemnih garaž je kakovosti C35/45. Pri dimenzioniranju je upoštevana tudi čim večja izkoriščenost elementov. Upoštevana so tudi vsa pravila v skladu s EN 1991 – 1998.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
analiza konstrukcij
,
dimenzioniranje
Place of publishing:
Maribor
Publisher:
[A. Ferš]
Year of publishing:
2012
PID:
20.500.12556/DKUM-22094
UDC:
624.014.2.04(043.2)
COBISS.SI-ID:
16656406
NUK URN:
URN:SI:UM:DK:UWLN9VEF
Publication date in DKUM:
21.02.2012
Views:
3189
Downloads:
213
Metadata:
Categories:
KTFMB - FG
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:
FERŠ, Alen, 2012,
JEKLENI VEČNADSTROPNI STOLPIČ
[online]. Bachelor’s thesis. Maribor : A. Ferš. [Accessed 24 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=22094
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Secondary language
Language:
English
Title:
STEEL MULTISTOREY BUILDING
Abstract:
The purpose of my diploma paper is the analysis and dimensioning of a six storey business building with a two storey underground garage. The dimension of the building above the ground is 20×20 meters, the height is 25 meters. Underground garage has dimension of 33×37 meters. The analysis of steel structure is made steel S 355. The profiles are hot rolled of the 1st and 2nd class of compactness. The reinforced concrete for underground garage is quality C35/45. The static analysis and dimensioning are carried out according to EN 1991 – 1998.
Keywords:
civil engineering
,
steel structures
,
structural analysis
,
dimensioning
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