A bimetallic cylindrical bar of cross sectional area 1 m2 is made of bonding Steel (Young's modulus = 210 GPa) and Aluminium (Young's modulus = 70 GPa ) as shown in the figure. To maintain tensile axial strain of magnitude 10−6 in steel bar and compressive axial strain of magnitude 10−6 in Aluminum bar, the magnitude of the required force P (in kN ) along the indicated direction is