RAČUNSKA ANALIZA IN ZASNOVA JEKLENE HALE 24 X 50 M

Osolnik, Peter

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Title:	RAČUNSKA ANALIZA IN ZASNOVA JEKLENE HALE 24 X 50 M
Authors:	ID Osolnik, Peter (Author) ID Žula, Tomaž (Mentor) More about this mentor...
Files:	VS_Osolnik_Peter_2016.pdf (4,86 MB) MD5: 9A048A3258830CCA5D01D04AAC0C6B45
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 računska analiza in zasnova jeklene hale 24 x 50 m. V diplomskem delu so diminzijsko opredeljeni glavni okvir, strešne lege, vzdolžno in prečno strešno povezje, vertikalno povezje v vzdolžnem zidu ter nosilni sistem fasade.Statična analiza in dimenzioniranje je izvedeno po pravilih v skladu z evropskimi predpisi in standardi »EUROCODE«. Izračun je izveden po metodi končnih elementov s programom Tower. V zaključku dela je prikazporabe jekla ter stroškov postavitve konstrukcije jeklene hale, ki jih je možno primerjati z dimenzijsko enako haloz drugačnimi elementi v glavnem nosilnem okvirju.
Keywords:	gradbeništvo, jeklene konstrukcije, industrijska jeklena hala, dimenzioniranje
Place of publishing:	Maribor
Publisher:	[P. Osolnik]
Year of publishing:	2016
PID:	20.500.12556/DKUM-61016
UDC:	624.014.2.04(043.2)
COBISS.SI-ID:	20508438
NUK URN:	URN:SI:UM:DK:T4ANLIAH
Publication date in DKUM:	10.10.2016
Views:	62137
Downloads:	289
Metadata:
Categories:	KTFMB - FG
:	OSOLNIK, Peter, 2016, RAČUNSKA ANALIZA IN ZASNOVA JEKLENE HALE 24 X 50 M [online]. Bachelor’s thesis. Maribor : P. Osolnik. [Accessed 1 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=61016 Copy citation

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Secondary language

Language:	English
Title:	COMPUTATIONAL ANALYSIS AND DESIGN OF A STEEL HALL 24 X 50 M
Abstract:	The purpose of my diploma is design and calculation analysis of the steel hall size 24 x 50 m. Main frame, eaves purlin, horizontal and vertical roof bracing, longitudinal bracing in the collateral wall and facade support system are dimensionally defined. The statics analysis and dimensioning are performed according to European regulations Eurocodes. Calculation is made with finite element method in program Tower. In conclusion of this Diploma steel consumption and construction costs are presented. The costs are comparable with the costs of other halls of the same size but with different elements in the main frame.
Keywords:	civil engineering, steel structures, industrial steel hall, dimensioning

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