Analiza jeklene hale 18x35 m na trajno in požarno stanje

diplomsko delo visokošolskega strokovnega študijskega programa

Sebastijan Rukav (Author), Stojan Kravanja (Mentor), Tomaž Žula (Co-mentor)

Abstract

V diplomskem delu je obravnavana analiza in dimenzioniranje jeklene hale na trajno in požarno stanje v skladu z danes veljavnimi prepisi. Predmet analize je jeklena hala dimenzij 18 x 35 m, ki je v celoti izdelana iz jekla S 355. Glavni okvir sestavljata dva stebra in strešni nosilec. Stabilnost v posameznih ravninah je zagotovljena s povezji. Prav tako je obravnavana fasadna podkonstrukcija, ki je izvedena iz stebrov in prečk. Pri računski analizi na požarno stanje je upoštevana požarna obremenitev R 90. Kot protipožarna zaščita je uporabljen premaz. Temelji hale so točkovni in so izdelani iz betona C 20/25. Analiza posameznih elementov hale je izvedena po EUROCODE standardih.

Keywords

jeklene konstrukcije;jeklena hala;trajno stanje;požarno stanje;diplomske naloge;

Data

Language:	Slovenian
Year of publishing:	2016
Typology:	2.11 - Undergraduate Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[S. Rukav]
UDC:	624.014.2.04(043.2)
COBISS:	20280598
Views:	630
Downloads:	131
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	ANALYSIS OF STEEL BUILDING 18X35 m ON PERMANENT AND FIRE STATUS
Secondary abstract:	The diploma thesis deals with an analysis and design of steel hall on the permanent and fire states in accordance with today's regulations. The analysed object is a steel hall of 18 x 35 m dimensions, which is fully made od S 355 steel. The main frame consists of two columns and a roof beam. Stability in the individual planes is provided by a bracing system. We also analyse a facade sub-construction, which is made from columns and rails. In the calculation analysis against the fire states it is considered fire load R 90. As a fire protection is applied coating. The hall foundations are spotty and made of concrete C 20/25. The analysis of individual hall elements is made by EUROCODE standards.
Secondary keywords:	steel structures;steel building;permanent state;fire state;
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	XII, 176 f.
ID:	9153663