a$)$ The shown concrete floor plan has a $160$

CE # $370$

$mm$ thick slab made of reinforced concrete

H$.$W # $1$

stone, with a density of $24k\frac{N}{m^3}.$ The weight of finished floor is $1\mathrm{.}5k\frac{N}{m^2}.$ It also carries mechanical equipment of $0\mathrm{.}5k\frac{N}{m^2}.$ The layout of the floor beams and columns is as shown in figure. All beams are supporting a wall with $4m$ high and $200mm$ thick and its density is $18k\frac{N}{m^3}.$ All beams are $200mm$ wide and $6m600mm$ deep. It is required to;

On the shown floor plan, draw the floor load distribution for all beams

Determine the total dead load on the floor slab per square meter including its own weight.

Draw the load distribution and determine its values for beams GH and BEHJ, including its own weight, and walls.