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Title:
DIMENZIONIRANJE DVONADSTROPNE JEKLENE HALE 30X15X9 M
Authors:
ID
Kolar, Jan
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Žula, Tomaž
(Comentor)
Files:
VS_Kolar_Jan_2015.pdf
(12,40 MB)
MD5: 9BC06884842F8B7C7E6F9C01AFC0B393
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Diplomsko delo zajema statično analizo objekta, dimenzioniranje konstrukcijskih elementov, bistvenih spojev ter pravilna izbira temeljenja dvoetažne jeklene hale, tlorisa 30 x 15 m, višine 9,0 m oziroma višine 9,35 m v slemenu. Objekt je namenjen industrijski rabi in je sestavljen iz vroče valjanih profilov HEA in HEB, jekla kakovosti S 355. Projektiranje je bilo izvršeno v skladu z evropskimi predpisi Evrokod. In sicer so obtežbe upoštevane po SIST EN 1991:2004, potresna obtežba po SIST EN 1998:2006, dimenzioniranje jeklenih profilov po SIST EN 1993-1-1:2005 ter dimenzioniranje spojev po SIST EN 1993-1-8:2005.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
industrijska jeklena hala
,
analiza
,
dimenzioniranje
,
spoji
Place of publishing:
Maribor
Publisher:
[J. Kolar]
Year of publishing:
2015
PID:
20.500.12556/DKUM-47920
UDC:
624.014.2.04(043.2)
COBISS.SI-ID:
19048214
NUK URN:
URN:SI:UM:DK:TTWYPBX9
Publication date in DKUM:
26.06.2015
Views:
1786
Downloads:
267
Metadata:
Categories:
KTFMB - FG
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:
KOLAR, Jan, 2015,
DIMENZIONIRANJE DVONADSTROPNE JEKLENE HALE 30X15X9 M
[online]. Bachelor’s thesis. Maribor : J. Kolar. [Accessed 1 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=47920
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Secondary language
Language:
English
Title:
THE DIMENSIONING OF TWO-STOREY STEEL BUILDING 30X15X9 M
Abstract:
The diploma thesis contains static analysis, dimensioning of structural elements, their joints and fundaments of a two-story steel building 30 x 15 m with a height of 9 m or 9,35 m height at the ridge. The structure is designed for industrial use, where hot rolled structural steel members HEA and HEB of S 355 steel were used. The designing process is performed in accordance with European standards Eurocode. The following standards were used: SIST EN 1991:2004 for actions on structures, SIST EN 1998:2006 for earthquake resistance, SIST EN 1993-1-1:2005 for designing of steel members, and SIST EN 1993-1-8:2005 for designing of joints.
Keywords:
civil engineering
,
steel structures
,
industrial steel building
,
analysis dimensioning
,
joints
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