Problem $1$: The figure shom iD: $202116963$

selow a flat plate with $33$ panels, and $180$ mm slab thickness. kn $ $300300mm,Fy=420$Mpa,$Fc=25$Mpa. Super imposed Dead load $=2k\frac{n}{m}2$ and live load $=4k\frac{n}{m}2.(20$ Marks$)$

Required:

For the flat plate:

Check the minimum slab thickness to control deflection $(1\mathrm{.}5$ Marks$)$

Check the applicability of the Direct Design Method $(2$ Marks$)$

Check the two way shear for interior column assuming the depth $150$ mm $(3$ Marks$)$

Determine the static moment at exterior span only $(1\mathrm{.}5$ Marks$)$

$1$