The benefits of Post-Tensioning method are still to be accepted in a developed world like India. Because of its uses the post-tensioning approach is now commonly used a day. The most affordable and secure structure for industrial as well as residential buildings can be achieved by using the post-tensioning techniques. There are two different approaches of post tensioning procedure, such as bonded & un-bonded. In this technique can achieve the most economical and safe design for residential as well as commercial tower to adding shear wall component. For lateral load like wind, earthquake load, the shear wall used in the PT system that supported the more strength, stability and hardening to the structural members.
In present study, a commercial G+5 storey building has been selected to performed a parametric study. Various 9 Location of shear wall model made for Bonded and Un-bonded PT Beam have been studied to compared their performance by applying PT Steel, Non PT Steel, Stress (top and bottom), Deflection (Long term, total load, sustain load), Displacement etc. have been selected for the present study to arrived at best suitable for location of shear wall model. The design were analyzed using ADAPT Builder 2015 software for Bonded and Un-bonded PT Beam.