For the floor plan shown below, a $=20$ ft$,$ b $=30$ ft$,$ and c $=4$ ft$.$ Each floor of the regular $5-$story building is subjected to a floor load of $35$ psf$.$ Answer the three questions to the right. Do not apply live load reductions.

What is the value of the distributed load in beam B$1$ in plf $($lb$/$ft$)?$

What is the value of each of the point loads acting on girder G$2$ in kips to one decimal place?

What is the value of the force in column C$1$ in the top floor $($in kips to one decimal place$)?$