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In this study, a model is proposed to determine the behavior of confined masonry (CM) walls with opening under In-plane and Out-of-plane loading, for this purpose a three dimensional finite element model is developed. The specimens of confined masonry wall are analyzed with the help of professional software (ANSYS Version 12.1) in this study, which is powerful tool for numerical modeling of such structures, has been used. Numerical results shown that variations of the stresses and deformation due to In-plane and Out of Plane loading The simulation is performed to determine the stresses, deformation, and diagonal failure of walls, the effect of openings for this type of construction.