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In this project I was given a G+10 RC Residential building In ZONE 5 and study the behavior of the building for "TORSION" .Different structural systems were tried with and without shear wall. Depending upon the center of mass and center of stiffness different iterations were carried out . Modeling was done using STAAD.PRO And design was done manually as per IS456 And IS13920, and then checked with STAAD.PRO Results . Isolated footings are designed considering SBC of soil as 200KN/m2.