Question $1$

Consider the floor plan shown in Figure $1.$ Slab weight is $25l\frac{b}{f}{t}^2.$ Sketch loading acts along

with the following members. Please ignore the self$-$weight of girders and beams. For your

sketch, you must show i$)$ the tributary area $(T_A)$ on the plan view and ii$)$ the idealized element

for the load information. Calculate iii$)T_{{?}_{?}}(A)$ and reaction with loads on idealized elements.

Figure $1$

$($a$)$ Floor beam B$1$

$($b$)$ Girder G$1$

$($c$)$ Girder G$2$

$($d$)$ Column C$2$