diplomska naloga
Manca Simončič (Avtor), Drago Saje (Mentor)

Povzetek

V diplomski nalogi sem se osredotočila na preverbo statike lesenega ostrešja zapuščenega gospodarskega objekta, z namenom ocene njegove varnosti pred porušitvijo in varnosti za uporabo. Statični model ostrešja je bil narejen v računalniškem programu SAP2000. Nato je sledila analiza obtežb ter njihovih kombinacij za mejno stanje nosilnosti in mejno stanje uporabnosti glede na veljavne standarde in predpise. V analizi nisem zajela dinamičnih vplivov potresa, saj sem v nalogi preverila le stanje ostrešja, ne pa tudi ostalih delov stavbe. Mejno stanje nosilnosti konstrukcije ni preseženo, saj so napetosti v posameznih elementih ostrešja znotraj dovoljenih meja. Zaradi preseženih vrednosti povesov na nekaterih mestih je kritično mejno stanje uporabnosti. Na podlagi dobljenih rezultatov sem predlagala zamenjavo dotrajanih in strohnelih lesenih elementov ter uporabo špirovcev večjih dimenzij. S temi ukrepi bi zagotovila trajnost in varnost objekta v prihodnje.

Ključne besede

diplomske naloge;gradbeništvo;leseno ostrešje;vplivi;obremenitev;odpornost;mejno stanje nosilnosti;mejno stanje uporabnosti;

Podatki

Jezik: Slovenski jezik
Leto izida:
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Simončič ]
UDK: 624.046.2:624.011.1(497.4)(043.2)
COBISS: 207590403 Povezava se bo odprla v novem oknu
Št. ogledov: 633
Št. prenosov: 182
Ocena: 0 (0 glasov)
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Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Assessment of the structural capacity of the wooden roof of an abandoned building in Dolenjska
Sekundarni povzetek: In my thesis, I focused on the structural analysis of the wooden roof structure of an abandoned agricultural building, with the aim of assessing its safety against collapse and safety for users. The structural model of the roof structure was created using the SAP2000 software. This was followed by an analysis of loads and their combinations for the ultimate limit state and serviceability limit state, according to relevant standards and regulations. The analysis did not include the dynamic effects of an earthquake. The ultimate limit state of the structure was not exceeded, as the stresses in individual elements of the roof truss were within permissible limits. However, the serviceability limit state is critical, as deflections were found to be excessive. Based on the results obtained, I recommended replacing the worn wooden elements, including rafters, as well as the removal and replacement of decayed parts. These measures would ensure the long-term durability and safety of the structure.
Sekundarne ključne besede: graduation thesis;civil engineering;wooden roof structure;effect;load;resistance;ultimate limit state;serviceability limit state;
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: 1 spletni vir (1 datoteka PDF (IX, 42 str.))
ID: 25050557