Problem. $4$: Using STAAD Pro software and Hand Calculations $($hand calculations for part $1$ only$)$ perform the following tasks given the below floor layout and loads. Calculate beam self$-$weight using a unit weight of $24k\frac{N}{m^3}$

Given Data:

Beam cross$-$section $0\mathrm{.}20\mathrm{.}4cm$

Slab Dead Load $=2\mathrm{.}8k\frac{N}{m^2}$

Slab Live Load $=1\mathrm{.}5k\frac{N}{m^2}$

Show the deflected shape of beams B$1$ and B$2$ for the dead load case only.