A steel bar (E = 210 GPa) of b = 50 mm by h = 25 mm rectangular cross section (Fig. P11....

A steel bar (E = 210 GPa) of b = 50 mm by h = 25 mm rectangular cross section (Fig. P11.30) and length is eccentrically compressed by axial loads P = 10 kN. The forces are applied at the middle of

the long edge of the cross section. What are the maximum deflection v_max and maximum bending moment M _max?