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implementing a computational finite element program based on Prandtl stress partial differential equation for linearly analyzing torsional loading problems. C++ woulda been better for scalability
Designed a model of a N-storeyed moment resisting reinforced concrete frame building in SAP2000. Analyzed it for different load combinations as per IS 456 and verified the results using a MATLAB code
Stiffness modelling of 7DOF KUKA linear axis manipulator using VJM to improve the overall accuracy by calculating the deflection due to the applied load.