Loading: Dead $=25$ psf $($includes self$-$weight$)$; Live roof $=20$ psf; Wind in gravity direction $=16$ psf$.$ For ASD or LRFD strength assessment, factor the loads using ASCE $7$ chapter $2($see webcourse$).$Find also the bridging requirement for each final choice $($number of rows of top chord bridging see Vulcraftcatalog Table $5\mathrm{.}5-1)\mathrm{.}2.$ Using the loads given in problem $1$ and the load combinations from ASCE $7$ section $2\mathrm{.}4$ for ASD loads, and yourselected joist from problem $1(44$LH$09),$ 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 limitMax deflection of ASD combinations

$3,5,6$a$,7$L$/240$

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

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