20.500.12556/RUL-185726 Projektiranje členkastih spojev diplomska naloga design of pinned connections graduation thesis V diplomski nalogi je obravnavano projektiranje nominalno členkastih spojev v jeklenih konstrukcijah po novem standardu EN 1993-1-8, ki bo stopil v veljavo s koncem septembra 2027. Glavni cilj je predstaviti ključne novosti druge generacije Evrokoda 3 na področju projektiranja členkastih spojev. V teoretičnem delu so predstavljene osnovne značilnosti jeklenih spojev in njihova razvrstitev glede na togost ter nosilnost. Posebna pozornost je namenjena nominalno členkastim spojem, zahtevam za njihovo rotacijsko kapaciteto in duktilnost ter novostim, ki jih na tem področju uvaja standard EN 1993-1-8:2024. V praktičnem delu so izvedeni računski primeri treh značilnih tipov členkastih spojev: spoja z dvema kotnikoma, spoja z vezno pločevino in spoja s skrajšano čelno pločevino. Za posamezne primere so preverjene zahteve glede duktilnosti in rotacijske kapacitete ter izvedeni računi nosilnosti. Rezultati kažejo, da nova določila omogočajo bolj sistematično in zanesljivo projektiranje spojev ter boljše upoštevanje njihovega dejanskega obnašanja. Lahko sklenemo, da novi standard predstavlja pomemben korak k zanesljivejšemu projektiranju jeklenih konstrukcij. This thesis deals with the design of nominally pinned joints in steel structures according to the new EN 1993-1-8 standard, which will come into use at the end of September 2027. The main objective of the thesis is to present the innovations introduced by the second generation of Eurocode 3 in the field of nominally pinned joint design and to demonstrate their application in the dimensioning and verification of joints. The theoretical part presents the basic characteristics of steel joints and their classification according to stiffness and resistance. Particular attention is given to nominally pinned joints, the requirements for their rotational capacity and ductility, and the new provisions introduced by EN 1993-1-8:2024. The practical part includes calculation examples of three typical types of nominally pinned joints: a double angle web cleats connection, a fin plate connection, and a partial depth end plate connection. For each example, the requirements for ductility and rotational capacity are verified, and the resistance of the joint is determined through design calculations. The results show that the new provisions enable a more systematic and reliable design approach and provide a better representation of the actual behaviour of joints. The thesis confirms that the new standard represents an important step towards more reliable design of steel structures. diplomske naloge gradbeništvo členkasti spoji jeklene konstrukcije EN 1993-1-8 dimenzioniranje spojev duktilnost rotacijska kapaciteta graduation thesis civil engineering nominally pinned connections steel structures EN 1993-1-8 joint design ductility rotational capacity true false false [T. Tušar] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2026-08-19 08:45:31 2026-08-19 08:45:35 2026-09-03 13:27:17 0000-00-00 00:00:00 2026 0 Ljubljana 2026 Ljubljana 1 spletni vir (1 datoteka PDF (IX, 40 str.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.078.4(043.2) 181165 288476675 22504.pdf 22504.pdf 1 1429386DDBD733CC7D72057774B0CCB1 5e50747bfdfe6ba9ed94320fc57088700b86add4fccbb3836a14939e4a2786b5 31e0f88b-9b99-11f1-9b0d-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=244547 Fakulteta za gradbeništvo in geodezijo 0 0 0