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Title:
Zasnova in analiza nosilnosti 6m visoke jeklene hale tlorisa 20 x 12m
Authors:
ID
Lešič, Vid
(
Author
)
ID
Kravanja, Stojan
(
Mentor
)
More about this mentor...
Files:
UNI_Lesic_Vid_2014.pdf
(2,05 MB)
MD5: 07F5F4EAB391007D4E34CEA20523D0FF
Language:
Slovenian
Work type:
Diploma project paper
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
V projektni nalogi je izvedeno dimenzioniranje jeklene hale tlorisnih dimenzij 20 m x 12 m. Celotna naloga zajema izračun stalnih in spremenljivih obtežb, izračun notranjih statičnih količin in dimenzioniranje konstrukcijskih elementov. Analiza je izvedena po teoriji II. reda s pomočjo programa TOWER 7. Vsi postopki so izvedeni v skladu s SIST EN -Evrokod evropskimi standardi.
Keywords:
gradbeništvo
,
jeklena hala
,
statična analiza
,
dimenzioniranje
Place of publishing:
Ptuj
Publisher:
[V. Lešič]
Year of publishing:
2014
PID:
20.500.12556/DKUM-45099
UDC:
624(043.2)
COBISS.SI-ID:
21246486
NUK URN:
URN:SI:UM:DK:QASIQCNF
Publication date in DKUM:
07.08.2014
Views:
2405
Downloads:
428
Metadata:
Categories:
KTFMB - FG
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Secondary language
Language:
English
Title:
Design and analysis of a 6m high steel hall with a ground plan dimensions of 20 x 12m
Abstract:
The project work contains dimensioning a steel hall with a ground plan dimensions of 20 m x 12 m. The entire project covers the calculation of permanent and variable loads, calculation of internal forces and dimensioning of structural elements. The analysis is performed under the II. order theory with the program TOWER 7. All procedures are performed in accordance with EN-Eurocode European standards.
Keywords:
civil engineering
,
steel hall
,
structural analysis
,
dimensioning
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