Answer Happy

I WOULD LIKE TO KNOW IF THE ANSWERS I GOT ARE CORRECTS BASED ON
CALCULATING THE BEAMS AND GIRDERS TO FIND THE COLUMN
LOAD
For the framing plan shown below, the Dead and Live slab loads are 20 psf and 30 psf respectively. Using the Tributary Area method, calculate the loads on the following columns and enter in the chart: B (c) B1 B7 Column Load I A1 12k A2 6k B2 B6 G4 A3 12k G3 B1 10.4K G1 B3 B8 B2 13.4k OLI I B3 5.2k B4 G2 C1 4.4k C2 4.4k B5 24'-0" 18'-0"