Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Design of single storey steel building with truss beams |
Sekundarni povzetek: |
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. |
Sekundarne ključne besede: |
graduation thesis;civil engineering;steel building with truss beams;Eurocode 3;Eurocode 1;static analysis; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo/naloga |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
X, 97 str., 2 pril. |
Vrsta dela (ePrints): |
thesis |
Naslov (ePrints): |
Design of single storey steel building with truss beams |
Ključne besede (ePrints): |
jeklena stavba s paličnimi nosilci;Evrokod 3;Evrokod 1;statična analiza |
Ključne besede (ePrints, sekundarni jezik): |
steel building with truss beams;Eurocode 3;Eurocode 1;static analysis |
Povzetek (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. |
Povzetek (ePrints, sekundarni jezik): |
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. |
Ključne besede (ePrints, sekundarni jezik): |
steel building with truss beams;Eurocode 3;Eurocode 1;static analysis |
ID: |
8313087 |