Zasnova in analiza nosilnosti 6m visoke jeklene hale tlorisa 20 x 12m

projektna naloga

Vid Lešič (Author), Stojan Kravanja (Mentor)

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;statična analiza;jeklena hala;dimenzioniranje;projektne naloge;

Data

Language:	Slovenian
Year of publishing:	2014
Typology:	2.11 - Undergraduate Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[V. Lešič]
UDC:	624(043.2)
COBISS:	21246486
Views:	1756
Downloads:	271
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design and analysis of a 6m high steel hall with a ground plan dimensions of 20 x 12m
Secondary 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.
Secondary keywords:	civil engineering;steel hall;structural analysis;dimensioning;
URN:	URN:SI:UM:
Type (COBISS):	Diploma project paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo
Pages:	VII, 37 f.
ID:	8729945