Question $1$

The shown plan shows a typical floor in a small multi$-$storey building. Design all the solid

slabs of this floor and draw to a suitable scale a framing plan $($structural concrete dimensions$)$

and a reinforcement plan for this floor. For the framing plan, estimate the dimensions of the

beams without any calculations.

Data:

SID$=1\mathrm{.}5k\frac{N}{m}2$

Live Load $=2\mathrm{.}0k\frac{N}{m}2$

fcu$=30$MPa

$Fy=360$MPa