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Title:
TRIETAŽNI JEKLENI POSLOVNI OBJEKT 20x24x14 M
Authors:
ID
Pilih, Andrej
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Šilih, Simon
(Comentor)
Files:
VS_Pilih_Andrej_2016.pdf
(17,52 MB)
MD5: 8F3E96FD01ADBCE59EFBE80E5F1AD2CF
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 izvesti analizo nosilnosti in dimenzionirati jekleno konstrukcijo tri etažnega poslovnega objekta dimenzij 20 m x 24 m in višine 14 m. Jekleni elementi konstrukcije so iz vroče valjanih jeklenih profilov kvalitete jekla S235. Temelji so iz betona C25/30. Medetažne konstrukcije so izvedene iz prednapetih votlih plošč. Pri statični analizi in dimenzioniranju smo upoštevali pravila v skladu s evropskimi predpisi in standardi za projektiranje konstrukcij SIST EN. Statična in dinamična analiza konstrukcije in dimenzioniranje je opravljeno z računalniškem programom Scia Engineer15.3, ob upoštevanju globalne nepopolnosti konstrukcije. Na koncu diplomskega dela je pregled stroškov za izdelavo jeklenega poslovnega objekta.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
analiza konstrukcije
,
dimenzioniranje.
Place of publishing:
Celje
Publisher:
[A. Pilih]
Year of publishing:
2016
PID:
20.500.12556/DKUM-60978
UDC:
624.014.2.04(043.2)
COBISS.SI-ID:
20158230
NUK URN:
URN:SI:UM:DK:MLJCUUVB
Publication date in DKUM:
09.08.2016
Views:
1990
Downloads:
261
Metadata:
Categories:
KTFMB - FG
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:
PILIH, Andrej, 2016,
TRIETAŽNI JEKLENI POSLOVNI OBJEKT 20x24x14 M
[online]. Bachelor’s thesis. Celje : A. Pilih. [Accessed 23 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=60978
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Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.
Secondary language
Language:
English
Title:
THREE-STOREY STEEL OFFICE BUILDING 20x24x14 M
Abstract:
The purpose of this diploma work is to perform the structural analysis and design of a three-storey steel office building with the dimensions of 20 m x 24 m and the height of 14 meters. The steel elements are made of hot rolled profiles steel grade S 235. Foundations are made of concrete C25/30. Interfloor structures are made of pre-stressed concrete hollow slabs. The analysis and dimensioning are performed according to European regulations and standards eurocode SIST EN. Static and dynamic analysis of the structure and design is done in the computer program Scia Engineer15.3, taking into account the global imperfections of the structure. At the end of the diploma is overview of the approximate costs of making the steel office building.
Keywords:
civil engineering
,
steel structures
,
structural analysis
,
dimensioning.
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