Fig. $15\mathrm{.}38\mathrm{.}5$: Problem $2$

Problem $2.$ Draw the design bending moment diagram of the beam of Fig. $15\mathrm{.}38\mathrm{.}6$a$,$ clamped at both ends and carrying two point loads of $30$ kN each at distances of $3$ m from the supports. Assume full redistribution of $30$ per cent as per IS $456.$