Please finish part $($d$)$ and $($e$)$ for me

$($a$)$

Mohr's ciucle for unaxial state of Sthess

Prob. $3$

Prob. $8\mathrm{.}5-11.($a$)$ Construct Mohr's circle for an element in a uniaxial state of stress $($Fig$.$ P$8\mathrm{.}5-11).($b$)$ Use this Mohr's circle to derive the following equations for the normal stress ${}_n$ and shear stress ${}_{nt}$ on the $n-$face $($see Eqs. $2\mathrm{.}30).$

${}_n=\frac{{}_x}{2}(1+cos2),{}_{nt}=-(\frac{{}_x}{2})sin2$

$($c$)$ Use the Mohr's circle to determine the planes on which the maximum shear stress acts. Sketch a properly oriented maximum$-$shear$-$stress element and indicate the normal and shear stresses acting on its faces.

$($d$)$ Construct Mohr's circle for an element under uniaxial compression state of stress

$($e$)$ Construct Mohr's circle for an element under pure shear state of stress