$(30$ pts$)$ The figures below show two different configurations for the same plan layout $(10$ ft x

$30$ ft$).$ Design both of them with the joists and beams based on bending and calculate

deflection. Take the loads and material characteristics the same as those in Question $1.$ Take

the o$.$c$.$ distance as $14$ in$.$ Use LRFD Method.

a$)(20$ pts$)$ Specify the joists and beams according to both of the given layouts.

b$)(10$ pts$)$ Which configuration would you pick? Why?