QUESTION $2-$ CLO$2$

For the floor plan shown in Figure $1,$ the slab has a thickness of $0\mathrm{.}18$ m $.$ It carries a live load of $5\mathrm{.}0k\frac{N}{m^2}$

floor cover of $2k\frac{N}{m^2},$ in addition to its own weight. All beams are $0\mathrm{.}4$ m width $0\mathrm{.}7m$ depth. All beams

are carrying masonry walls with a width of $0\mathrm{.}2$ m and a height of $2\mathrm{.}7$ m $.$ The concrete unit weight ${}_c=25$

$k\frac{N}{m^3},$ while the wall unit weight ${}_w=15k\frac{N}{m^3}.$ All columns are $0\mathrm{.}50\mathrm{.}5m.$ The floor height is $3\mathrm{.}4$ m

Show the tributary area for all beams on plan

Calculate all loads carried by beam A$-$B$-$C and show the load on the beam statical system.

Calculate all loads carried by beam H$-$I$-$J and show the load on the beam statical system.

Calculate the load carried by column C$1$ per floor.

Figure $1$