Design of rc elements according to Ultimate limit state and serviceability limit state

Ovaj završni rad bazira se na predmetu Betonske konstrukcije (a kasnije i Betonske konstrukcije II), a cilj je objasniti na koji način se provode proračuni graničnog stanja nosivosti i uporabljivosti. Na samom uvodu čitatelj može pronaći osnovne informacije o Eurokodu, te ostale načine normiranja i pravilnika, dok se ostala poglavlja baziraju na Eurokodu 2. Rad sadrži i osnovne stvari o betonu (pretežito očvrsnulom, ali i svježem) poput definiranja radnih i računskih dijagrama, što su oni i čemu služe, razredi tlačne čvrstoće i deformacije. Glavni dio, odnosno tema ovog završnog rada je proračun AB elemenata prema graničnim stanjima nosivosti i uporabljivosti, gdje su detaljno objašnjene formule i metode kojima se proračunavaju armirano betonski elementi te način provedbe proračuna.This final paper is based on course Concrete constructions (and Concrete constructions II), and the goal is to explain the procedure of designing elements on ultimate limit state (ULS) and serviceability limit state (SLS). On very beginning, the reader can find basic informations about Eurocode, and diffrent ways of standards and regulations, while other chapters are based on Eurocode 2. Also, this work contains basic informations for concrete (mostly hardened , but also fresh concrete) such as defining real and design diagram, what are they and what's the diffrence, classes of compressive strength and deformations. The main part, otherwise the subject of this work is design of reinforced concrete according to ultimate limit state and serviceability limit state and it contains detailed explained formulas and methods which are used for designing and diffrent ways of implementations