For the concrete beam shown, the modulus of elasticity is 25 GPa for the concrete and 200 GPa for the stecl. Knowing that $b=200 \mathrm{mm}$ and $d=450 \mathrm{mm},$ and using an allowable stress of $12.5 \mathrm{MPa}$ for the concrete and 140 MPa for the steel, determine (a) the required area $A_{s}$ of the steel reinforcement if the beam is to be balanced, (b) the largest allowable bending moment. (See Prob. 4.53 for definition of a balanced beam.)