masonry and timber

The cantilever masonry wall shown below has the following properties:

$8"$ normal weight concrete masonry block $($compressive strength of block is $3250$ psi$)$

Fully$-$grouted wall with normal weight grout $(140$ pcf$),$ wall weight $=84psf$

Type $S$ mortar $($mortar$-$cement$)$

Check if this wall is adequate for the following load cases:

$w1=2,000l\frac{b}{f}t($no eccentricity, $e=0)$

$w2=500l\frac{b}{f}t$

$w3=1,000l\frac{b}{f}t$

$w4=35psf$

$P=10,000lb=10$kips

$w4$ and $w1$

$P$ and $w1$

When calculating each load case $(1$ to $7),$ check each of the following design stress cases. If one of the stress cases does not apply, state so$.$ Also, for each load case state whether or not the wall can be analyzed per foot of wall and which stress cases governs the design. The design stress cases to be checked are:

Axial stress

Shear stress

Compressive flexural stress

Tensile flexural stress

Combined axial and flexural stress