So, in this procedure what you are basically doing is if you are looking at a masonry wall which has perforations you have pier 1, pier 2, and pier 3. Now, this wall is subjected to lateral force and each of the piers, the 3 piers from the lateral load resisting system of the wall itself.
समजा एक अशी भिंत आहे ज्यात मध्ये रिकाम्या जागा आहेत आणि 3 खांब आहेत. ह्या भिंतीवर लॅटरल लोड लागला आहे.