BAR due to point load is given as,\(δ l=\frac{PL}{AE}\)where, δl = elongation of a bar, P = load or force, L = LENGTH of a bar, A = cross-section of a bar, E = modulus of elasticitycross-section of a bar, \(A=\frac{\pi}{4}D^2\)CALCULATION:Given:δl = 1.25 mm, P = 175 kN = 175 × 103 N, L = 250 mm, \(A=\frac{\pi}{4}25^2=490.87~mm^2\)⇒ \(1.25=\frac{175~×~10^3~×~250}{490.87~\times~E}\)Therefore, E = 71301.97 MPa = 71.30 GPa