In this study, a procedure has been proposed to calculate the moment occurred in shear walls practically. The proposed procedure is based on the basis of the determination of the zero point of the moment on the shear wall. The point of zero moment is determined practically by using flexural rigidity of the shear wall and shear rigidity of the frame. The shear wall is transformed into two discrete static systems by being divided into two at the point of the zero moment. The moments occurred at the base of the shearwall were calculated by solving the generated systems by the equations of equilibrium. In this study, residential type of dual buildings with two and four-span, eight-storey, having different shear wall quantities were selected as models. The earthquake calculation is done by using the "Equivalent Earthquake Load Method". The results of the moment values of shear wall obtained by the proposed procedure are compared with the results of the computer program and the results were found to be quite compatible with each other. The moment of the shear wall can be predicted practically by using these equations.