Consider the floor plan shown in Fig. $1.$

Compute the tributary area for $($a$)$ floor beam B$1,($b$)$ girder G$1,($c$)$ girder G$2,($d$)$ corner

column C$3,$ and $($e$)$ interior column B$2.$

The uniformly distributed live load on the floor plan in Fig. $1$ is $60l\frac{b}{f}{t}^2.$ Establish the

loading for members $($a$)$ floor beam B$1,($b$)$ girder G$1,$ and $($c$)$ girder G$2.$ Consider the live

load reduction if permitted by the ASCE standard.

The elevation associated with the floor plan in Fig. $1$ is shown in Fig. $2.$ Assume a live load

of $60l\frac{b}{f}{t}^2$ on all three floors. Calculate the axial forces produced by the live load in column

B$2$ in the third and first stories. Consider any live load reduction if permitted by the ASCE

standard.