Design continuous one$-$way slab system shown and draw the reinforcement bars on the slab system following the provisions of TSSOO. Select half straight and half bent$-$up bars. The slab carries characteristic dead load of $2\mathrm{.}0k\frac{N}{m^2}($excluding self$-$weight$)$ of coating, leveling concrete and ceiling plaster. Live load $=2\mathrm{.}5k\frac{N}{m^2}.$

The construction materials considered for the concrete consist of Grade C$25,$ whereas, for steel reinforcement consist of Grade $5420.$ The unit weight of concrete must be taken as $25k\frac{N}{m}).$

Design Load: $(($:$P_d=1\mathrm{.}4xG+1\mathrm{.}6O$