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DKUM
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Title:
Sedemetažni jekleni poslovno-komercialni objekt 20 m x 20 m x 30 m
Authors:
ID
Videmšek, Iztok
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Žula, Tomaž
(Comentor)
ID
Šilih, Simon
(Comentor)
Files:
MAG_Videmsek_Iztok_2017.pdf
(15,28 MB)
MD5: 520F360CA958CB476D9D1F159677230F
PID:
20.500.12556/dkum/67dda251-58e0-4f38-acd8-2f3b83aba7f2
Language:
Slovenian
Work type:
Master's thesis/paper
Typology:
2.09 - Master's Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
V magistrskem delu je izvedena zasnova, statična in potresna analiza ter dimenzioniranje sedemetažnega poslovno-komercialnega objekta tlorisnih dimenzij 20 m x 20 m, višine 30 m z medetažnimi konstrukcijami iz prefabriciranih prednapetih armiranobetonskih votlih plošč. Elementi jeklene konstrukcije so izdelani iz jeklenih vroče valjanih profilov kvalitete S355, za točkovne temelje pa beton kvalitete C25/30. Analiza vplivov na konstrukcijo je izvedena v skladu s standardom SIST EN 1991, dimenzioniranje jeklenih elementov je izvedeno po SIST EN 1993, dimenzioniranje temelja po SIST EN 1997, potresni vpliv pa je določen skladno s predpisom SIST EN 1998. Statična in potresna analiza sta izvedeni z računalniškim programom Nemetschek SCIA Engineer po teoriji II. reda, analiza spojev pa s programom Autodesk Robot Structural Analysis. Magistrsko delo obsega tudi analizo izkoriščenosti profilov in porabe materiala ter prikaz stroškov izdelave objekta.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
poslovno-komercialni objekt
,
statična analiza
,
potresna analiza
,
dimenzioniranje
Place of publishing:
Maribor
Publisher:
[I. Videmšek]
Year of publishing:
2017
PID:
20.500.12556/DKUM-67561
UDC:
624.014.2.04(043.2)
COBISS.SI-ID:
20928278
NUK URN:
URN:SI:UM:DK:TW4VSBTB
Publication date in DKUM:
25.09.2017
Views:
5994
Downloads:
283
Metadata:
Categories:
KTFMB - FG
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Vancouver
:
VIDEMŠEK, Iztok, 2017,
Sedemetažni jekleni poslovno-komercialni objekt 20 m x 20 m x 30 m
[online]. Master’s thesis. Maribor : I. Videmšek. [Accessed 18 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=67561
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Licences
License:
CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:
http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:
The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:
23.08.2017
Secondary language
Language:
English
Title:
Seven storey steel business-commercial building 20 m x 20 m x 30 m
Abstract:
The master work presents design, static and seismic analysis, and dimensioning of seven storey business-commercial building, of floor plan dimensions 20 m x 20 m, height in ridge 30 m with interfloor structures made from prefabricated prestressed reinforced concrete hollow slabs. While steel hot rolled profiles of quality S355 are used for steel construction elements, concrete of quality C25/30 is used for individual foundations. Analysis of structure is carried out in accordance with standard SIST EN 1991, dimensioning of steel elements is carried out according to SIST EN 1993, foundation design according to SIST EN 1997, seismic action is determined in accordance with the regulation SIST EN 1998. The static and seismic analysis are performed with a computer program Nemetschek SCIA Engineer according to the theory of II. order, however, analysis of joints is carried out with program Autodesk Robot Structural Analysis. The master work comprises also an analysis of cross-sections and material consumption, and an overview of production cost of the structure.
Keywords:
civil engineering
,
steel structures
,
business-commercial building
,
static analysis
,
seismic analysis
,
dimensioning
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