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Title:
JEKLENI TRINADSTROPNI TRGOVSKI OBJEKT 20 x 30 x 12 m
Authors:
ID
Videmšek, Iztok
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Žula, Tomaž
(Comentor)
Files:
VS_Videmsek_Iztok_2013.pdf
(10,91 MB)
MD5: 9DDEBD6D35429B40095561087B3180CF
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
V diplomskem delu je izvedena zasnova, računska analiza in dimenzioniranje trietažnega trgovskega jeklenega objekta z ravno streho, višine v slemenski legi 12 m, tlorisnih dimenzij 20 x 30 m z medetažnima konstrukcijama iz prefabriciranih armirano betonskih votlih plošč. Za jeklene elemente konstrukcije je uporabljeno jeklo S 355, za temelje pa beton C20/25. Vplivi na konstrukcijo so določeni s standardom SIST EN 1991, dimenzioniranje pa je izvedeno po SIST EN 1993. Statična analiza konstrukcije je izvedena po elastični teoriji II. reda z računalniškim programom Nemetschek SCIA Engineer, z upoštevanjem globalne nepopolnosti konstrukcije. Izvedena je analiza izkoriščenosti prečnih prerezov, prikaz specifikacije profilov in mase jeklene konstrukcije ter rekapitulacija stroškov izdelave jeklene konstrukcije.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
jeklena stavba
Place of publishing:
Maribor
Publisher:
[I. Videmšek]
Year of publishing:
2013
PID:
20.500.12556/DKUM-42626
UDC:
624.014.27(043.2)
COBISS.SI-ID:
17824022
NUK URN:
URN:SI:UM:DK:I8DEO4JH
Publication date in DKUM:
15.10.2013
Views:
1901
Downloads:
352
Metadata:
Categories:
KTFMB - FG
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:
VIDEMŠEK, Iztok, 2013,
JEKLENI TRINADSTROPNI TRGOVSKI OBJEKT 20 x 30 x 12 m
[online]. Bachelor’s thesis. Maribor : I. Videmšek. [Accessed 29 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=42626
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Secondary language
Language:
English
Title:
STEEL THREE STOREY COMMERCIAL BUILDING 20 x 30 x 12 m
Abstract:
The diploma presents design, computational analysis and dimensioning of three storey commercial building with flat roof, height in ridge location 12 m, floor plan dimensions 20 x 30 m and with interfloor structures made from prefabricated reinforced concrete hollow slabs. Steel S 355 is used for steel structure elements. Concrete C20/25 is used for the foundations. Actions on the structure are obtained from the standard SIST EN 1991. Dimensioning is performed in accordance to SIST EN 1993. Structural analysis of the structure is carried out by elastic theory of II. order with computer program Nemetschek SCIA Engineer taking into account the global imperfections of structure. The diploma comprises also an analysis of the cross-sections, the specification of profiles and the structure’s mass as well as the recapitulation of the production cost of the structure.
Keywords:
civil engineering
,
steel structures
,
steel building
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