PRIMERJAVA MED PROSTORSKO IN RAVNINSKO KONSTRUKCIJO JEKLENE PALIČNE HALE 30x48 m

Lepej, Tadej

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Title:	PRIMERJAVA MED PROSTORSKO IN RAVNINSKO KONSTRUKCIJO JEKLENE PALIČNE HALE 30x48 m
Authors:	ID Lepej, Tadej (Author) ID Kravanja, Stojan (Mentor) More about this mentor... ID Žula, Tomaž (Comentor)
Files:	VS_Lepej_Tadej_2013.pdf (11,78 MB) MD5: 383626F536140B6458934DB40E338F72 PID: 20.500.12556/dkum/52f9d66c-26e4-4364-a9c0-33028b38c426
Language:	Slovenian
Work type:	Undergraduate thesis
Typology:	2.11 - Undergraduate Thesis
Organization:	FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:	Diplomsko delo obravnava statično in dinamično analizo ter dimenzioniranje ravninskega in prostorskega sistema enoetažne jeklene palične hale. Izdela se primerjava obeh sistemov v porabi jekla in stroškov izdelave jeklenih elementov na enoto tlorisne površine. Računska analiza sistemov je bila narejena v programu Scia 2009. Prerezi v obeh sistemih so predvideni v 1. razredu kompaktnosti in izdelani iz konstrukcijskega jekla kvalitete S 355. Statična in dinamična analiza ter dimenzioniranje je izvedeno po metodi mejnih stanj, v skladu in principih standardov EC0, EC1,EC3.
Keywords:	gradbeništvo, jeklena hala, paličje
Place of publishing:	Maribor
Publisher:	[T. Lepej]
Year of publishing:	2013
PID:	20.500.12556/DKUM-40038
UDC:	624.072.336(043.2)
COBISS.SI-ID:	17365782
NUK URN:	URN:SI:UM:DK:UUH23BTV
Publication date in DKUM:	10.04.2013
Views:	60785
Downloads:	266
Metadata:
Categories:	KTFMB - FG
:	LEPEJ, Tadej, 2013, PRIMERJAVA MED PROSTORSKO IN RAVNINSKO KONSTRUKCIJO JEKLENE PALIČNE HALE 30x48 m [online]. Bachelor’s thesis. Maribor : T. Lepej. [Accessed 26 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=40038 Copy citation

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Secondary language

Language:	English
Title:	COMPARISON BETWEEN THE SPATIAL AND PLANAR STRUCTURES OF STEEL HALL 30x40 m
Abstract:	The diploma discusses the statistic and dynamic analysis, as with the dimensioning of the one story steel halls flat and spacious system. A comparison of both systems in steel consumption, and the costs of production of the steel elements for ground plan unit, is made. A computational analysis has been made with the Scia 2009 programme. The sections of both systrms are anticipated in 1. class of compactness, and made of construction S355 quality steel. The static and dynamic analysis, as the dimensioning, are performed with the border line conditions method, by principles of EC0, EC1 and EC3 standards.
Keywords:	civil engineering, steel hall, truss

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