The thesis presents the process of determining the required reinforcement for a reinforced concrete floor slab of a commercial building. A structural model is created using the Tower software and analyzed with the finite element method. Based on the obtained results, the necessary reinforcement is determined. As part of the serviceability limit state, deflection and crack control are performed. Finally, a reinforcement plan for the reinforced concrete slab is prepared. The design process follows the standards SIST EN 1990:2004, SIST EN 1991-1-1:2004 and SIST EN 1992-1-1:2005.
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