It is given a one$-$way reinforced concrete solid slab that has a clear span of $L_{\text{s}\text{h}\text{o}\text{r}\text{t}}=3\mathrm{.}5m$ and $L_{\text{l}\text{o}\text{n}\text{g}}=8\mathrm{.}5m$ in long direction. The slab acts as simply supported. The slab is supported at both sides by $250mm$ thick brick walls. The slab is subjected to a live load of $3\mathrm{.}0K\frac{N}{m^2}$ and the dead loads are: selfweight of solid slab $+$ floor finish $+$ plaster. The thickness of the slab will be $150mm.$ The total thickness of floor finish and plaster is $100mm.$ The unit weight of slab is $25K\frac{N}{m^3}$ and floor finish and plaster are $20K\frac{N}{m^3}.$ The materials are: Concrete $C25$ and steel S$420.$ The loads given above are characteristic $($not factored$)$ and will be applied as uniformly distributed.

$)=17$MPa,$f_{yd}=365$MPa,$f_{ctd}=(1\mathrm{.}16$MPa

You are requested to design the one$-$way slab in accordance with TS $500-2000$ and draw a plan view and cross section showing the necessary reinforcement.