Question $1\mathrm{.}7$: Indicate the loads acting on GIRDER G$5($concentrated in kips and distributed in kip$/$ft$).$ If not uniform show the dimensions of uniform values and nonuniform zones. Values need to clearly indicated including unis $.$ Points will be deducted for missing units. Note assume G$5$ simply supported at both ends. UPLOAD YOU G$5$ LOADING DIAGRAM

Shiown is a Floor Framing with two major zones. ZONE AB$-14$ the secondary beams $($S$1)$ are spaced at $16-$ft on$-$center with a span of $30-$ft and thus needing a thicker slab which leads to a higher dead load totaling $100$ psf $($slab weight plus other dead loads such as ceiling, floor finishes, mechanical devices etc etc$),$ ZONE BC$\_24$ the secondary beams $($S$2)$ are spaced at $10-$ft On$-$center with a span of $40-$ft$.$ The dead load for this zone is $80$ psf$.$ For both zones the live load is $50-$psf$.$ There are a total of $7-$Girders $($Beams that carry other beams$).$ Girder $G5$ is supported by girders $G1$ and $G2.$ There are Columns at $A1,A2,A4,B1,B2,$ B$4,$ C$2$ and C$4.$ There are NO Columns at A$3,$ B$3$ and C$3.$ Grid $1-$to$-2,2-$to$-3.$ and $3-$ to$-4$ are distanced at $30-ft.$ Grid $A-$ to$-B$ is $64-ft$ and $B-$ to$-C$ is $40-ft.$ Assume that if the slab spans Ratio $L\frac{1}{L}2<mn>2</mn>$ it is a TWO$-$WAY SLAB $($L$1>$L$2),$ OTHERWISE assume ONE$-$WAY SLAB.

$($A$).$

$($B$)$

$($C$)$