Given:

$8"$ ungrouted CMU with a self$-$weight of $33l\frac{b}{f}t$

Type S$,$ face$-$shell bedded, PCL mortar

$f^{\text{'}}m=2,000$ psi

Find:

For the masonry design strip $($DS$-1),$

a$.$ Find the required axial load carrying capacity of the wall based on the governing load combination given by Eq$.(16-3),(16-4),$ and $(16-6)$ of the Florida Building Code.

b$.$ Calculate the design load carrying capacity of the wall, including slenderness $($P$-$delta effects$).$ Perform appropriate design checks per TMS $402$ and state whether these are satisfied.

c$.$ Find the required axial compressive stress at the base of the wall based on the governing load combination given by Eq$.(16-3),(16-4),$ and $(16-6)$ of the Florida Building Code.

d$.$ Calculate the design axial compressive stress at the base of the wall. Perform appropriate design checks per TMS $402$ and state whether these are satisfied.