Design Data:

Finishes load $=2\mathrm{.}5k\frac{N}{s}q.m$

$f^{\text{'}}c=32$MPa

Live load $=5\mathrm{.}0k\frac{N}{s}q.m$ fy $=420$MPa

Line Load on the edges $=10k\frac{N}{m}$

Assume any other data required for the calculations.

The engineer should design the following components:

Design Slab S$1$ S$2$ & S$3$

Design Simple Beam B$1$ & B$2$

Design Continuous Beam CB$1$ & CB$2$

Design Column C$1$ C$2$

Design Footing under Column C$1$