diplomska naloga
Sanel Ćejvanović (Author), Jože Korelc (Mentor), Tomo Cerovšek (Thesis defence commission member), Primož Može (Co-mentor)

Abstract

Projektiranje enoetažne jeklene stavbe s paličnimi nosilci

Keywords

gradbeništvo;diplomska dela;jeklena stavba s paličnimi nosilci;Evrokod 3;Evrokod 1;statična analiza;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [S. Ćejvanović]
UDC: 624.014.2:624.072.336(043.2)
COBISS: 6445153 Link will open in a new window
Views: 4548
Downloads: 636
Average score: 0 (0 votes)
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Other data

Secondary language: English
Secondary title: Design of single storey steel building with truss beams
Secondary abstract: In graduation thesis the analysis of steel based industrial hall with truss girders is discussed. First section of thesis contains determination of loads and its combinations, design of roof and fasade substructure. Then in second section structural stability of truss portal frame is discussed. In the longitudinal derection the potral frames are stabilized by centric bracing that resists the horizontal forces. In final section of thesis joints between portal frame segments are designed, analysis of foundations and positional plan are presented.
Secondary keywords: graduation thesis;civil engineering;steel building with truss beams;Eurocode 3;Eurocode 1;static analysis;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: X, 97 str., 2 pril.
Type (ePrints): thesis
Title (ePrints): Design of single storey steel building with truss beams
Keywords (ePrints): jeklena stavba s paličnimi nosilci;Evrokod 3;Evrokod 1;statična analiza
Keywords (ePrints, secondary language): steel building with truss beams;Eurocode 3;Eurocode 1;static analysis
Abstract (ePrints): V diplomski nalogi je izdelana statična analiza jeklene enoetažne hale s paličnimi nosilci. Prvi del zajema vse obtežbe, ki na industrijsko halo delujejo in preračun strešne in fasadne podkonstrukcije. V osrednjem delu je izdelan statični izračun prečnega portalnega okvirja, ki je sestavljen iz povezanih paličnih stebrov in paličnega glavnega nosilca. Naloga vsebuje tudi statično analizo v vzdolžni smeri industrijske hale, kjer je preračunano povezje za prevzem horizontalnih obremenitev na objekt. V zadnjem delu so dimenzionirani tipični spoji za spajanje elementov v prečnem portalnem okvirju. Naloga vsebuje tudi analizo temeljenja in pozicijske načrte celotne industrijske hale.
Abstract (ePrints, secondary language): In graduation thesis the analysis of steel based industrial hall with truss girders is discussed. First section of thesis contains determination of loads and its combinations, design of roof and fasade substructure. Then in second section structural stability of truss portal frame is discussed. In the longitudinal derection the potral frames are stabilized by centric bracing that resists the horizontal forces. In final section of thesis joints between portal frame segments are designed, analysis of foundations and positional plan are presented.
Keywords (ePrints, secondary language): steel building with truss beams;Eurocode 3;Eurocode 1;static analysis
ID: 8313087