Question $(1)$

Design the shown one$-$way slab system. Beams are shown in blue, and columns

are shown in Black. Design for a Live load of $3k\frac{N}{m^2}$ and a SDL of $1\mathrm{.}5k\frac{N}{m^2}.$

Use $f_y=400$MPa and $f_c^{\text{'}}=40$MPa. Unit weight of concrete is to be taken $24$

$k\frac{N}{m^3}.$