A comparison between standard T beam joints and the cyclic stress on Beam Column (BC) joints made out of PP+Steel fiber with varying volume% has been made. The characteristics of energy absorption, hysteresis load vs deflection curve, displacement ductility, and other aspects were also looked at. Investigations into three outside beam-column connections were conducted, and the results were compared to typical concrete instances. According to the testing, ordinary concrete and (PP50%+Steel50%)2.0 both effectively absorbed 514.06 kN-mm and 569.72 kN-mm of energy after four cycles, respectively. Moreover, the (PP75%+Steel25%)2.0 specimen performed at its highest level during the fifth cycle, absorbing 764.18 kN-mm