20.500.12556/RUL-188234 Preveritev nosilnosti lesenega ostrešja sanirane stanovanjske hiše na Štajerskem diplomsko delo Verification of the load-bearing capacity of the timber roof structure of a renovated residential house in Štajerska V diplomski nalogi je izvedena statična analiza izbranih elementov lesenega ostrešja delno saniranega stanovanjskega objekta. Namen analize je bil preveriti nosilnost in uporabnost obravnavanih elementov ter na tej podlagi oceniti njihovo varnost z vidika porušitve in uporabe. Za potrebe analize je bil v računalniškem programu SAP2000 izdelan računski model obravnavanega dela ostrešja. V okviru analize dinamični vplivi potresa niso bili upoštevani, saj naloga zajema le izbrane elemente lesenega ostrešja in ne celotnega konstrukcijskega sistema objekta. Rezultati analize kažejo, da je treba pred načrtovanjem oziroma izvedbo dodatnih obremenitev na obstoječem ostrešju predhodno preveriti njegovo nosilnost in uporabnost. Vsak poseg, ki povzroča povečanje obtežbe ostrešja, mora biti zato podprt z ustrezno statično presojo obstoječe konstrukcije glede na merodajne kombinacije vplivov za mejno stanje nosilnosti in mejno stanje uporabnosti. The diploma thesis presents a static analysis of selected elements of the timber roof structure of a partially rehabilitated residential building. The purpose of the analysis was to verify the load-bearing capacity and serviceability of the elements under consideration and, on this basis, to assess their safety in terms of failure and use. For the purposes of the analysis, a computational model of the considered part of the roof structure was developed in the SAP2000 computer program. Within the analysis, the dynamic effects of an earthquake were not taken into account, as the thesis covers only selected elements of the timber roof structure and not the entire structural system of the building. The results of the analysis show that, prior to the design or implementation of additional loads on the existing roof structure, its load-bearing capacity and serviceability must first be verified. Therefore, any intervention that causes an increase in the load on the roof structure must be supported by an appropriate structural assessment of the existing structure with regard to the governing combinations of actions for the ultimate limit state and the serviceability limit state. diplomske naloge gradbeništvo leseno ostrešje vplivi obremenitev odpornost mejno stanje nosilnosti mejno stanje uporabnosti graduation thesis civil engineering wooden roof structure effect load resistance ultimate limit state serviceability limit state true false false [L. Mastnak] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2026-09-19 08:46:05 2026-09-19 08:46:07 2026-09-21 13:24:37 0000-00-00 00:00:00 2026 0 Ljubljana 2026 Ljubljana 1 spletni vir (1 datoteka PDF (XI, 54 str.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.046:539.4(043.2) 182686 291839747 23306.pdf 23306.pdf 1 458B1AC8E9F24FA7DF38960DEC1CF116 b501ec15cdf73192735e7acb41d09bb92ba34e3802d282eb0718697e107e5935 bc52a8dd-b3f5-11f1-8bc5-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=248263 Fakulteta za gradbeništvo in geodezijo 0 0 0