Consider the close-coiled spring shown in Fig. P.14.24. Show that if the shear force in the coil is sesumed to give a uniform stress, the maximum shear stress in the coil is given as
$$
\tau_{\operatorname{man}}=\frac{P}{A}+\frac{P R r}{J}
$$
where $A$ is the cross-sectional area of the wire making up the spring and $J$ is its polar moment of aren. Next, show that for $n$ complete coils of the spring, the elongation $\delta$ of the spring resulting from twisting of the wire is given as
$$
\delta=\frac{4 P R^1 n}{G r^4}
$$
What other deformation contributions give rise to further deflection?