Solid Slab

For the shown Plan:

Design reinforced concrete slabs with bent$-$bars steel, drawn in scale $1$:$50$ with full detailing of reinforcement, considering the following design parameters:

Concrete compressive strength $($fcu$)=35$MPa

Steel yield strength $($fy$)=420$MPa

Flooring load $=1\mathrm{.}5k\frac{N}{m^2}$

Live load $=3k\frac{N}{m^2}$