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This book studies, experimentally and theoretically, the behavior of reinforced Reactive Powder Concrete (RPC) two-way slabs under monotonic and five cycles of repeated load. A numerical analysis was performed for the monotonic test specimens using ANSYS 14.5 software. Calculations to determine the flexural moment capacity of the monotonic test specimens of the present study were presented depending on three models from previous studies, to find out if the previous equations are applicable to the reinforced RPC two-way slabs of the current study.