Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
|
|
SLO
|
ENG
|
Cookies and privacy
DKUM
EPF - Faculty of Business and Economics
FE - Faculty of Energy Technology
FERI - Faculty of Electrical Engineering and Computer Science
FF - Faculty of Arts
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
FKBV - Faculty of Agriculture and Life Sciences
FKKT - Faculty of Chemistry and Chemical Engineering
FL - Faculty of Logistic
FNM - Faculty of Natural Sciences and Mathematics
FOV - Faculty of Organizational Sciences in Kranj
FS - Faculty of Mechanical Engineering
FT - Faculty of Tourism
FVV - Faculty of Criminal Justice and Security
FZV - Faculty of Health Sciences
MF - Faculty of Medicine
PEF - Faculty of Education
PF - Faculty of Law
UKM - University of Maribor Library
UM - University of Maribor
COBISS
Ekonomsko poslovna fakulteta
Fakulteta za kmetijstvo
Fakulteta za logistiko
Fakulteta za organizacijske vede
Fakulteta za varnostne vede
Fakulteta za zdravstvene vede
Knjižnica tehniških fakultet
Medicinska fakulteta
Miklošičeva knjižnica - FPNM
Pravna fakulteta
Univerzitetna knjižnica Maribor
Bigger font
|
Smaller font
Introduction
Search
Browsing
Upload document
Statistics
Login
First page
>
Show document
Show document
Title:
Analiza jeklene stolpnice
Authors:
Omeragić, Ajdin
(Author)
Kravanja, Stojan
(Mentor)
More about this mentor...
Žula, Tomaž
(Co-mentor)
Files:
MAG_Omeragic_Ajdin_2021.pdf
(21,31 MB)
MD5: 2F19C4347C1681DB271C2BFE4783F961
Language:
Slovenian
Work type:
Master's thesis/paper (mb22)
Typology:
2.09 - Master's Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Zaključno delo obravnava računsko analizo 10-nadstropne, 40 m visoke, jeklene okvirne konstrukcije. Predstavili smo statiko in dimenzioniranje jeklene stavbe. Material je jeklo in tip jekla smo spreminjali glede na potrebe. Temelji so armirano-betonski in jih v tem delu nismo obravnavali. Statiko smo izračunali s programom Scia Engineer. Dimenzioniranje smo izvedli s pomočjo evropskega standarda za jeklene konstrukcije Evrokod 3. Na koncu smo izračunali 
maso in stroške izdelave jeklene konstrukcije.
Keywords:
gradbeništvo
,
jeklo
,
analiza
,
statika
,
dimenzioniranje
Year of publishing:
2021
Source:
Maribor
NUK URN:
URN:SI:UM:DK:2E35ZJKL
Views:
69
Downloads:
17
Metadata:
Categories:
KTFMB - FG
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Average score:
(0 votes)
Your score:
Voting is allowed only for
logged in
users.
Share:
AddThis uses cookies that require your consent.
Edit consent...
Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.
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:
20.01.2021
Secondary language
Language:
English
Title:
Steel tower analysis
Abstract:
civil engineering, steel, analysis, global analysis, dimensioning
Keywords:
The master thesis work represents the global analysis and dimensioning of a 10-storey 40 m high steel framed building. In the final work we showed the static in the dimensioning of the steel building. The material is steel and the strenght we modify how it as needed. The foundations are made of reinforced concrete which is not included in the thesis. The global analysis was calculated with the Scia engineer program. The dimensioning was performed with Eurocode 3 European standard for steel structures. At the end of the thesis
,
the structure mass and the production costs of the steel building are presented.
Comments
Leave comment
You have to
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back