Using the loads given in problem $1$ and the load combinations from ASCE $7$ section $2\mathrm{.}4$ for ASD loads, and your

selected joist from problem $1$b$,$ calculate the deflections due to the following load combinations and determine

if the deflection limits are satisfied. Calculate this for problem $1$b only.

Load combination Deflection limit

Max deflection of ASD combinations

$3,5,6$a$,7$

L$/240$

Lr only L$/360$ or $1\mathrm{.}5$ max

$0\mathrm{.}75($Lr$+$W$)$ L$/360$ or $1\mathrm{.}5$ max