Live load $=25$ psf

Dead load: $(1)$ Slab $=50psf,(2)$ Deck $=5psf,(3)$ Mechanical equipment $=13psf,(4)$ Suspended ceiling $=9psf,(5)Beam=25l\frac{b}{f}t,(6)Girder=35l\frac{b}{f}t$

Beam and Girder spacing: : $(1)L1=8ft,(2)L2=10ft,(3)L3=10ft$

After the initial calculation, we determined the following information:

The reaction force for Beam B$-2($Girder G$-1$ side$)=8,410lbs$

The reaction force for Beam B$-3($Girder G$-1$ side$)=7,390lbs$

Please round to the nearest one.

Reaction force for Girder G$-1($Column A side$)=$

lbs

Reaction force for Girder G$-1($Column B side$)=$

lbs