Problem $2$: The building shown below has eleven stories. The story height is $13-$ft$.$ Compute the load demand

a corner column at the third story given the following loads.

Floor Dead Load $=80$ psf

Wall Load $=22$ psf

Floor Live Load $=50$ psf

Roof Dead Load $=42$ psf

Roof Live Load $=20$ psf

Assume the tributary area for the exterior wall is $A_{T,\text{w}\text{a}\text{l}\text{l}}=4420f{t}^2,$ roof live load and floor live load may need

to be reduced, and that the total dead load $($unfactored or prior to application of load combinations$)$ is the sum

of the effects from floor dead loads, roof dead loads, and exterior wall loads.