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
UZUM - University of Maribor Press
COBISS
Faculty of Business and Economic, Maribor
Faculty of Agriculture and Life Sciences, Maribor
Faculty of Logistics, Celje, Krško
Faculty of Organizational Sciences, Kranj
Faculty of Criminal Justice and Security, Ljubljana
Faculty of Health Sciences
Library of Technical Faculties, Maribor
Faculty of Medicine, Maribor
Miklošič Library FPNM, Maribor
Faculty of Law, Maribor
University of Maribor Library
Bigger font
|
Smaller font
Introduction
Search
Browsing
Upload document
Statistics
Login
First page
>
Show document
Show document
Title:
Dimenzioniranje jeklene nadstrešnice
Authors:
ID
Suvalj, Andrej
(
Author
)
ID
Kramberger, Janez
(
Mentor
)
More about this mentor...
Files:
VS_Suvalj_Andrej_2014.pdf
(3,25 MB)
MD5: F5B908F56D6A2D1C83462DA1B3E77284
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FS - Faculty of Mechanical Engineering
Abstract:
Namen diplomskega dela je bil dimenzionirati in statično preračunati jekleno nadstrešnico. Nadstrešnica je namenjena skladiščenju aluminijastih bram, drogov in pločevine. Prikazali smo splošen pristop k dimenzioniranju in statičnem preračunu jeklenih konstrukcij. Na podlagi podanih dimenzij in obtežb konstrukcije smo izvedli preračun s pomočjo programskega paketa SCIA Engineer 2010. Na podlagi dobljenih rezultatov preračuna smo izbrali ustrezne nosilne prereze. V diplomskem delu smo prikazali analizo in rezultate, ki dokazujejo nosilnost in uporabnost jeklene nadstrešnice.
Keywords:
jeklene konstrukcije
,
jekleni nadstrešek
,
določevanje obtežb
,
dimenzioniranje
Place of publishing:
Maribor
Publisher:
[A. Suvalj]
Year of publishing:
2014
PID:
20.500.12556/DKUM-44623
UDC:
624.91.014.2(043.2)
COBISS.SI-ID:
18052118
NUK URN:
URN:SI:UM:DK:7PA9BWCC
Publication date in DKUM:
01.07.2014
Views:
2747
Downloads:
873
Metadata:
Categories:
KTFMB - FS
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Copy citation
Average score:
(0 votes)
Your score:
Voting is allowed only for
logged in
users.
Share:
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:
Dimensioning of steel canopy
Abstract:
The purpose of the graduation thesis was to dimensionalise and statically calculate a steel canopy. The canopy is meant for storage of aluminum slabs, drugs and sheet metal. We have displayed a general approach on how to size and statically calculate steel constructions. On the base of the given dimensions and loads of the construction we have performed a calculation with the help of the SCIA Engineer 2010 program. On the basis of the obtained results we have chosen the appropriate load-bearing cross-sections. In the graduation-work itself we have displayed the analysis and results, which prove the capacity and usefulness of the steel canopy.
Keywords:
steel construction
,
steel canopy
,
the determination of load
,
dimensioning
Comments
Leave comment
You must
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back