For a continuous prismatic interior beam section, located in an office building, first floor, design the appropriate reinforcing require. The beam is fixed at both ends. Each span is about $10$ m $,$ minimum $4$ spans. Floor slabs are $190$ mm thick and provide for $0\mathrm{.}4$ kPa mech and electrical. Columns are $400$ mm wide. Beams are evenly spaced apart on grid at $5$ m apart. Assume $=24K\frac{N}{m^3},f_c-35$MPa, $f_y=400$MPa. Provide final design sketch $(25$ marks$)$