PROBLEM $3.$

Design a one$-$way slab having a Cantilever span of $5$m$.$ The slab is to carry a uniform live load of $9$ kN$/$m$2$ and a uniform dead

load, including its own weight, $3\mathrm{.}5$ kN$/$m$2.$ Use f$$c $=21$ MPa and fy $=415$ MPa for main and temperature bars. The slab is not

exposed to weather.