This thesis presents static analysis of load-bearing structure of a three storey office building in Ribnica according to Eurocode standard. The load-bearing structure is made of reinforced concrete and consists of smooth slabs on pillars that represent ceiling and roof structure, pillars and walls with openings. In the analysis of the load-bearing structure the influence of permanent and weigh down and also the impact of wind, snow and earthquake are considered. Detailed analysis of vertical loadbearing elements was performed with a statial computational model within commercial ETABS program, while the analysis of ceiling slabs was performed with the program SAP 2000. In thesis is the design of a ceiling slab and part of reinforced-concrete wall with opening, presented in detail.udResults of the analysis are presented in text, tables and images. The distribution of reinforcement in the analyzed elements of load-bearing structure is shown in reinforcement plans.
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