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Abstract
The main objective of this research is to study theoretically using linear finite element package SAP (2000), the sensitive of moving shear wall away from the symmetrical axes in plan, and comparing the results with the symmetric model. The comparison between symmetric model and unsymmetrical models investigate which place can be moved shear wall and doesn’t affect on design. The buildings are under seismic loads and vertical loads. The comparison is based on the stresses and steel reinforcement demanded for studied columns