Problem $2(50$ pts$)$: Tributary areas$/$loads$/$slabs$.$

$($a$)(30$ pts$)$ Calculate loads for all the beams shown below $($B$1-$B$10)$ given the

floorplan and the fact that a uniform area load of $35$ psf is applied across all

areas. Use the criterion of $\frac{L_1}{L_2}>$ or $<mn>1</mn><mn>.</mn><mn>5</mn>$ to characterize the slabs below

$($ratio of longer over shorter side$).$ Use $45$ to distribute the load for $2-$way

slabs. Draw the beams and the loads $($uniform$,$ point etc.$)$ on each one of them

along with their laod value and direction. Make sure you add all the necessary

lengths to each beam $($follow the example posted on Canvas to present your

work$)$

$($b$)(20$ pts$)$ What is the load $($point load$)$ for columns Cl and C $5($each answer

worth $10$ points$)?$ You can calculate them either by using information from

questions $($a$)$ or by the "faster" method we learned in class $($influence area$).$