A multi$-$use building is slated for

design, with the following potential uses:

What is the required live load for this

building?

From ASCE $7,$ Table $4\mathrm{.}3-1$:

The maximum uniformly distributed live load

for wholesale grocery $($all floors$)$ is $125$ psf$.$

The maximum uniformly distributed live load

for dining rooms and

restaurants is $100$ psf$.$

The maximum uniformly distributed live load

for library storage $($falls under the Library $-$

Stack Rooms category$)$ is $150$ psf

Wholesale

Grocery A decorative statue is located at the third

story of the $8-$story building shown below. Each

floor has a total height of ${12}^{\text{'}}-6^{\text{'}\text{'}}$ as indicated

below. What is the velocity pressure exposure

coefficient for this case, utilizing exposure

category B$?$ A three story, steel moment

resisting frame building is located

on a site with a shear wave velocity

of $800f\frac{t}{sec}.$ The $5\%$ damped,

maximum considered earthquake

spectral response accelerations are

$Ss=0\mathrm{.}85g$ and $S1=0\mathrm{.}27g.$

Determine the $5\%$ damped design

spectral response accelerations SDS

and SD$1.$

$S_{MS}=f_a{S}_S$

$S_{M1}=F_v{S}_1$

$\{\begin{array}{c}{f}_a=1\mathrm{.}16\end{array}$

$f_x=2\mathrm{.}06$

$S_{DS}=\frac{2}{3}{S}_{MS}$

$S_{D1}=\frac{2}{3}{S}_{M1}$