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Title:
JEKLENI TRIETAŽNI POSLOVNI STOLPIČ 20x24x12 m
Authors:
ID
Kranjc, Anemari
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Žula, Tomaž
(Comentor)
Files:
VS_Kranjc_Anemari_2013.pdf
(5,55 MB)
MD5: DAF28C35924D08A04E7C30A278EFC92F
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 dimenzioniranje jeklenega poslovnega objekta s tremi etažami, dimenzij 20x24x12 m. Statična analiza je izvedena s programom Tower 6. Jeklena konstrukcija je izvedena iz jekla S355. Uporabljeni so vroče valjani profili 1., 2. in 3. razreda kompaktnosti. Pri samem dimenzioniranju je dosežena maksimalna izkoriščenost elementov. Upoštevani so evropski standardi od SIST EN 1990 do SIST EN 1998.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
jekleni stolpič
,
analiza konstrukcije
,
dimenzioniranje
Place of publishing:
Velenje
Publisher:
[A. Kranjc]
Year of publishing:
2013
PID:
20.500.12556/DKUM-42707
UDC:
624.014.2(043.2)
COBISS.SI-ID:
17788950
NUK URN:
URN:SI:UM:DK:1GTJ0WCH
Publication date in DKUM:
17.10.2013
Views:
1554
Downloads:
265
Metadata:
Categories:
KTFMB - FG
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KRANJC, Anemari, 2013,
JEKLENI TRIETAŽNI POSLOVNI STOLPIČ 20x24x12 m
[online]. Bachelor’s thesis. Velenje : A. Kranjc. [Accessed 23 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=42707
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Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.
Secondary language
Language:
English
Title:
STEEL THREE - STOREY BUILDING 20x24x12 m
Abstract:
The purpose of the thesis is to perform a structural analysis and dimensioning of three story business steel building, with dimensions 20x24x12 m. Static analyses are made with computer program Tower 6. Steel S355 is used for steel construction. Hot rolled profiles of compatibility 1st, 2nd and 3rd classes are used. At the dimensioning, structural elements achieved maximal exploitation. European standards from SIST EN 1990 to SIST EN 1998 are used.
Keywords:
civil engineering
,
steel structures
,
steel building
,
structural analysis
,
dimensioning
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