A single$-$leaf masonry panel wall is $4$ m wide and $4$ m high, as shown in Figure $2.$ The wall is made from concrete bricks and class i mortar. The wall must be designed to support a wind pressure $($Wk$)$ of $0\mathrm{.}5$ kN$/$m$?$

The design details are as follows:

$$ Concrete brick & class ii mortar

$$ Ym $=3\mathrm{.}5($normal manufacturing and construction controls$)$

$$ Vr $=1\mathrm{.}2($Panel is not providing stability to the structure$)$

$$ Wall thickness $($tef$)=106$ mm

$$ Ignore the self$-$weight of the wall $($ga $=0)$

a$)$ Determine the minimum thickness $($tef$)$ based on the slenderness limit for the wall.

b$)$ Calculate the bending moment coefficient $($a$)$ for the wall.

c$)$ Determine the design bending moment $($m$)$ for the wall.

d$)$ Show the locations of maximum bending moment on the wall. Provide a sketch.

e$)$ Determine the bending moment capacity $($M$)$ perpendicular to the bed joints $($use fxp$).$

f$)$ Determine the bending moment capacity $($M$)$ parallel to the bed joints $($use Exb$).$

g$)$ Are the brick and mortar adequate in bending?

h$)$ Sketch the tributary loading areas for uniform wind pressure acting on the wall.

i$)$ On the same sketch, show the locations of maximum shear force on the wall.