For the floor plan given below, find the beam and girder reactions respectfully and the force in the column

B$2.$ For the loads, define the loads as Dead and Live Loads accordingly. For Dead Loads include only the self$-$

weight of the floor slab $($neglect the weight of the other structural elements$).$ The thickness of the slab is

$25cm$ and is made of reinforced concrete. Use safety coefficients $1\mathrm{.}35$ and $1\mathrm{.}50$ for Dead and Live loads

accordingly.