Determine the eccentricities, maximum unit axial load, ultimate moment and steel requirement

of an unbraced, $6\mathrm{.}2$ m high reinforced concrete wall carrying a factored load of $1250$ kN and

factored moment of $30$ kNm at right angles to the plane of the wall. The wall is to be restrained

in position and direction. Use C$35$ concrete and $450$ N$/$mm$2$ steel. Assume l$/$d $=23.$ Assume

$0\mathrm{.}8\%$ reinforcement and use $8$ mm diameter rebar. Briefly discuss any potential flaw$($s$)$ on

your design.