The thesis presents a comprehensive design procedure for a ten-story reinforced concrete wall building in the Ljubljana area using SAP2000 and ETABS software in accordance with the requirements of Eurocode standards and national supplements. The building includes a basement floor, ground floor, seven typical floors and a terrace floor. The determination of all significant influences, self-weight, permanent and live loads, snow loads, wind loads and seismic effects is shown. The analysis is performed with two separate numerical models: the first for checking permanent design states and the second for seismic design states. As part of the dimensioning, a typical slab structure and a primary seismic wall running from the foundation to the top of the building are discussed in detail. The results include verification of load-bearing and serviceability limit states together with checking the dimensions of the load-bearing element and the necessary reinforcement. The master's thesis shows an example of the use of modern tools for reliable and earthquake-resistant design of reinforced concrete buildings.
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