The paper considers the influence of the physical and geometric nonlinearity of reinforced concrete frame structures on the formation of the stress-strain state in the phased construction of a building. The basic principles of a statically indeterminate reinforced concrete frame structure analysis with a consideration of the design scheme creation order and load application, as well as the cracking processes, are proposed. An example of the two steps of the analysis of the transversal frame of a three-storey and three-span building for administrative and production purposes in accordance with the proposed principles of the analysis is shown. The method of the analysis is based on the study of the fundamental technological scheme of the building construction with the partition of the analysis which is accomplished on the corresponding enlarged steps. With a consideration of the construction and loading order and processes of cracking in the elements, a comparison of the results of the implemented analysis in the elastic stage is done.U radu se razmatra utjecaj fizičke i geometrijske nelinearnosti armiranobetonskih okvirnih konstrukcija na formiranje stanja naprezanja i istezanja u faznoj izgradnji zgrade. Predlažu se osnovna načela analize okvirne strukture statički neodređene armiranobetonske konstrukcije s obzirom na redoslijed oblikovanja i primjenu opterećenja, kao i proces pucanja. Primjer dva koraka analize poprečnog okvira iskazan je na zgradi trorasponske konstrukcije s tri kata za administrativne i proizvodne svrhe, u skladu s predloženim načelima analize. Metoda analize temelji se na proučavanju temeljne tehnološke sheme građevne konstrukcije s podjelom analize koja se postiže kroz odgovarajuće uvećane korake. Imajući u vidu izgradnju, redoslijed opterećenja i proces pucanja elemenata, uspoređeni su rezultati provedene analize u elastičnoj fazi