The modern era of construction demands various aspects of engineered cementitious composite (ECC) that turns today’s construction to be marvelous. This research study investigates the shear capacity of steel-reinforced ECC coupling beam. A steel-reinforced ECC coupling beam are chosen, and shear load versus translation angle simulation is performed to realize the response of the beam through a finite element platform. The numerical analysis is carried out and the results are validated with the experimental data, which is found to be in agreement.