A steel beam of breadth 120 mm and height 750 mm is loaded as shown in figure. Assume modulus of elasticity as 200 GPa.
The beam is subjected to a maximum bending moment of
(a) 3375 kN-m (b) 4750 kN-m
(c) 6750kN-m (d) 8750 kN-m
The value of maximum deflection of the beam is
(a) 93.75 mm (b) 83.75 mm
(c) 73.75 mm (d) 63.75 mm