The master’s thesis presents the process of analysis and design of the load-bearing structure of a multi-storey office and residential building in accordance with Eurocode standards. The load-bearing structure of the building is designed from reinforced concrete walls and interfloor slabs. The Sofistik software was used to perform static analysis and dimensioning. The analysis was performed on two different spatial computational models of the structure, namely the first model for persistent design situation and the second slightly modified for the seismic design situation. In the continuation of the task, we focused on the dimensioning of a typical interfloor slab and two structural walls, which play a significant role in the transfer of horizontal earthquake loads. The interfloor slab was dimensioned to the ultimate limit state of load-bearing capacity and the serviceability limit state, taking into account the limitation of crack width, stress, and deflections. In the dimensioning of vertical load-bearing elements, we only considered the combination of influences for the seismic design situation, as the size of the seismic load is significantly larger than the wind load. As a result of the dimensioning of the mentioned structural elements, reinforcement plans were made, which graphically show the necessary reinforcement to take over all considered loads.
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