Problem $2$

$=0\mathrm{.}13g+14$dots

$=c\mathrm{.}1354+14$

The building shown is a low$-$rise office $($Risk Category II$)$ located in Madison, Wisconsin. The ground snow pressure $p_2$ is $54$ psf and Winter Wind Parameter $W_2$ is $0\mathrm{.}55.$ No shelter is provided by terrain, buildings, or conifers. Assume that the roof is non$-$slippery and insulation $R_{\text{r}\text{o}\text{f}}=40.$

Determine the balanced and unbalanced snow load for the building aceording to ASCE $7$:$22.$

$P_9=54psff$

$W_2=0\mathrm{.}55$

$P{M}^{?}$

Rish Category $2.$

$P_f=0\mathrm{.}7Ce{C}_t{D}_g$

$C_c=0\mathrm{.}9$

$C_t=1\mathrm{.}16$

$=>P_f=0\mathrm{.}7(0\mathrm{.}9)(1\mathrm{.}16)(54)$

$P_s=39,46p_{s}f$

$C_s{P}_f=P_s=(1\mathrm{.}0)(39\mathrm{.}46pst)=39\mathrm{.}46p$