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Title:TRIETAŽNA JEKLENA HALA 10x30 m
Authors:ID Škof, Avgust (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Šilih, Simon (Comentor)
Files:.pdf VS_Skof_Avgust_2009.pdf (6,66 MB)
MD5: 3E192FF58AF238492269EF1BBB261D50
PID: 20.500.12556/dkum/aca3a364-da2b-46be-b9d7-d8bad6a11901
 
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, prikazati porabo jekla in stroške izdelave jeklenih elementov hale na enoto tlorisne površine. Izvedena je analiza jeklene konstrukcije iz jekla S 235. Uporabljeni so vročevaljani profili 1., 2. in 3. razreda kompaktnosti. Za medetažni konstrukciji 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.
Keywords:gradbeništvo, jeklene konstrukcije, jeklena hala, analiza konstrukcije, dimenzioniranje
Place of publishing:Maribor
Publisher:[A. Škof]
Year of publishing:2009
PID:20.500.12556/DKUM-9844 New window
UDC:624.014.2(043.2)
COBISS.SI-ID:13081110 New window
NUK URN:URN:SI:UM:DK:XUVDM66D
Publication date in DKUM:24.03.2009
Views:5685
Downloads:902
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
ŠKOF, Avgust, 2009, TRIETAŽNA JEKLENA HALA 10x30 m [online]. Bachelor’s thesis. Maribor : A. Škof. [Accessed 22 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=9844
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Secondary language

Language:English
Title:THREE - STOREY STEEL BUILDING 10x30 m
Abstract:The purpose of my diploma paper is to conduct a calculation analysis and dimensioning of a three - storey steel hall, to present the consumption of steel and the costs of production of steel hall elements per ground plan surface unit. I also carried out the analysis of the steel construction of steel S 235. The hot rolled profiles of 1st, 2nd and 3th class of compactness are used. The mid - floors prefabricated plates were placed onto the mid floor beams as suggested by the manufacturer. The good use of elements is achieved by calculation. Static analysis and dimensioning were carried out according to ENV 1991 – 1998 regulations.
Keywords:civil engineering, steel construction, steel hall, construction analysis, dimensioning


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