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Title:
TRIETAŽNA JEKLENA HALA DIMENZIJ 20X30 m
Authors:
ID
Rihtarič, Martin
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
Files:
VS_Rihtaric_Martin_2010.pdf
(7,55 MB)
MD5: 5B7AD5B44E3DC37B5FC9584006008D99
PID:
20.500.12556/dkum/7accf9be-3af7-4eff-b88b-c6690be6128c
Language:
Slovenian
Work type:
Undergraduate thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Namen diplomskega dela je izvesti računsko analizo in dimenzioniranje trietažne jeklene hale, dimenzij 20x30m. Izvedena je analiza jeklene konstrukcije iz jekla S 355. Uporabljeni so vročevaljani profili 1., 2. in 3. razreda kompaktnosti. Za medetažno konstrukcijo so uporabljene prefabricirane montažne plošče, ki so po detajlih proizvajalca položene na medetažne nosilce. Z izračunom je dosežena dobra izkoriščenost elementov. Statična analiza in dimenzioniranje je izvedeno po pravilih ENV 1991 — 1998. Na koncu je prikazana poraba jekla in stroški izdelave jeklenih elementov hale na enoto tlorisne površine.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
jeklena hala
,
analiza konstrukcije
,
dimenzioniranje
Place of publishing:
Maribor
Publisher:
[M. Rihtarič]
Year of publishing:
2010
PID:
20.500.12556/DKUM-13208
UDC:
624.014.2.04(043.2)
COBISS.SI-ID:
14129686
NUK URN:
URN:SI:UM:DK:OPGY6MML
Publication date in DKUM:
02.03.2010
Views:
3923
Downloads:
471
Metadata:
Categories:
KTFMB - FG
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:
RIHTARIČ, Martin, 2010,
TRIETAŽNA JEKLENA HALA DIMENZIJ 20X30 m
[online]. Bachelor’s thesis. Maribor : M. Rihtarič. [Accessed 25 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=13208
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Secondary language
Language:
English
Title:
THREE STOREY STEEL BUILDING DIMENSIONS 20X30 m
Abstract:
The purpose of this diploma paper is to conduct a calculation analysis and dimensioning of a three - storey steel hall dimensions 20x30m. It is also carried out the analysis of the steel construction of steel S 355. There are used hot rolled profiles of the first, the second and the third class of compactness. The mid - floors prefabricated plates were placed onto the mid floor beams as suggested by the manufacturer. The good use of the elements is achieved by calculation. Static analysis and dimensioning were carried out according to ENV 1991 – 1998 regulations. At the end, presented are the consumption and production of the steel hall elements per ground plan surface unit.
Keywords:
civil engineering
,
steel construction
,
steel hall
,
construction analysis
,
dimensioning
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