Structural Analysis and Design of Reinforced Concrete Office Frame Structure

Rad sadrži statički proračun i dimenzioniranje armiranobetonske okvirne konstrukcije poslovne zgrade (podrum + P + 4) tlocrtnih dimenzija 15,00 x 36,00 m. Horizontalnu nosivu konstrukciju objekta čine armiranobetonske ploče koje leže na armiranobetonskim gredama. Grede zajedno sa armiranobetonskim stupovima čine poprečne i uzdužne okvire. Objekt je temeljen armiranobetonskoj ploči. Djelovanja su proračunata u skladu s normama EN 1991-1- 1:2002 (Eurokod 1), a seizmička djelovanja u skladu s EN 1998-1:2004 (Eurocode 8). Dimenzioniranje je provedeno prema EN 1992-1-1:2004 (Eurocode 2) za granično stanje nosivosti i granično stanje uporabivosti. Nakon dimenzioniranja elemenata izrađeni su nacrti armiranja s iskazima armature.Final exam comprises structural analysis and design of reinforced concrete office frame structure (basement + P + 4) having overall dimensions 15,00 x 36,00 m. Horizontal bearing structure is composed of reinforced concrete slab supported by reinforced concrete beams. Those beams along with the columns create transversal and longitudinal frames. Structure is founded on reinforced concrete slab. Load is designed according to EN 1991-1-1:2002 (Eurocode 1 norms), and seismic load according to EN 1998-1:2004 (Eurocode 8 norms). Structural design is elaborated according to EN 1992-1-1:2004 (Eurocode 2 norms) for Ultimate Limit State and Serviceability Limit State. Drawings presenting formwork and reinforcement have been made alongside with associated quantities based on structural analysis