This document presents research on the performance of reinforced concrete (RC) beams made with normal concrete and self-compacting concrete (SCC) with different reinforcement ratios. Trial mixes were developed for normal concrete and SCC to select suitable mixes. Beams were cast using the selected normal and SCC mixes with under, balanced, and over reinforcement ratios. The beams were tested and analyzed according to the Egyptian code of practice (ECP) and American concrete institute (ACI) code to compare deflections. Test results showed differences in cracking and failure loads between experimental, ECP, and ACI analyses of the beams. The research aims to investigate the structural performance of SCC beams compared to normal concrete beams and verify differences between deflection