This solution explains how to find the extension ($\Delta$) of a uniformly tapering rod under an axial tensile load (P).
We are given a rod with:
We need to find the total extension $\Delta$.
For a uniformly tapering rod, the diameter $d$ at a distance $x$ from the end with diameter $d_1$ varies linearly. The formula is:
$d(x) = d_1 + \frac{(d_2 - d_1)x}{L}$
Consider a small element of the rod of length $dx$ at position $x$.
The cross-sectional area $A(x)$ at this section is:
$A(x) = \frac{\pi [d(x)]^2}{4} = \frac{\pi}{4} \left( d_1 + \frac{(d_2 - d_1)x}{L} \right)^2$
The extension $d\Delta$ of this small element $dx$ under load $P$ is given by the formula:
$d\Delta = \frac{P dx}{A(x) E}$
Substituting the expression for $A(x)$:
$d\Delta = \frac{P dx}{\frac{\pi}{4} \left( d_1 + \frac{(d_2 - d_1)x}{L} \right)^2 E} = \frac{4P dx}{\pi E \left( d_1 + \frac{(d_2 - d_1)x}{L} \right)^2}$
To find the total extension $\Delta$, we integrate $d\Delta$ from $x=0$ to $x=L$:
$\Delta = \int_{0}^{L} \frac{4P dx}{\pi E \left( d_1 + \frac{(d_2 - d_1)x}{L} \right)^2}$
Let $u = d_1 + \frac{(d_2 - d_1)x}{L}$. Then $du = \frac{d_2 - d_1}{L} dx$, which means $dx = \frac{L}{d_2 - d_1} du$.
The limits of integration change: when $x=0$, $u=d_1$; when $x=L$, $u=d_2$.
The integral becomes:
$\Delta = \int_{d_1}^{d_2} \frac{4P}{\pi E} \left( \frac{L}{d_2 - d_1} \right) \frac{du}{u^2}$
$\Delta = \frac{4PL}{\pi E (d_2 - d_1)} \int_{d_1}^{d_2} u^{-2} du$
$\Delta = \frac{4PL}{\pi E (d_2 - d_1)} \left[ -\frac{1}{u} \right]_{d_1}^{d_2}$
$\Delta = \frac{4PL}{\pi E (d_2 - d_1)} \left( -\frac{1}{d_2} - (-\frac{1}{d_1}) \right)$
$\Delta = \frac{4PL}{\pi E (d_2 - d_1)} \left( \frac{1}{d_1} - \frac{1}{d_2} \right)$
$\Delta = \frac{4PL}{\pi E (d_2 - d_1)} \left( \frac{d_2 - d_1}{d_1 d_2} \right)$
$\Delta = \frac{4PL}{\pi E d_1 d_2}$
The extension of the uniformly tapering rod is:
$\Delta = \frac{4PL}{\pi E d_1 d_2}$
This matches Option A.
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