A mild steel bar, 1.5 m long, has a square section 40 mm×40 mm. The bar is subjected to a two-dimensional stress, σx=310 N/mm(tensile) and σy=300 N/mm (compressive). E=2×105 N/mm2, Poisson's ratio μ=0.3. The elongation of the bar in the direction of σx will be