$4\mathrm{.}1$ Determine the column loads assuming:

DL $($decking$,$ flooring, etc.$)=10$ psf

LL $($occupancy$)=40psf$

Total $=50psf$

Beam $B-2$ spans between girder G$-3$ and

column $B-2$ and beam $B-3$ spans between

girder G$-3$ and column C$-2.$