Concept:
According to Hooke's Law in axial deformation, the total elongation \( \delta \) of a bar under an axial tensile load \( P \) depends on its length \( L \), material Young's Modulus \( E \), and its cross-sectional area \( A \).
• For a bar with a uniform circular cross-section of diameter \( d \), the area is \( A = \frac{\pi}{4}d^2 \). Its elongation is:
\[ \delta_{\text{uniform}} = \frac{PL}{AE} = \frac{PL}{\left(\frac{\pi}{4}d^2\right)E} = \frac{4PL}{\pi E d^2} \]
• For a circularly tapering bar whose diameter changes linearly from \( d_1 \) to \( d_2 \) over its length, integration of the varying cross-section yields the elongation formula:
\[ \delta_{\text{tapering}} = \frac{4PL}{\pi E d_1 d_2} \]
Step 1: Setting up the equal elongation condition.
The problem states that both bars have the same length \( L \), are made of the same material (same \( E \)), are subjected to the same axial tensile pull \( P \), and undergo the exact same total extension:
\[
\delta_{\text{uniform}} = \delta_{\text{tapering}}
\]
Step 2: Substituting the elongation formulas into the equation.
Substitute our two elongation formulas into the equality:
\[
\frac{4PL}{\pi E d^2} = \frac{4PL}{\pi E d_1 d_2}
\]
Step 3: Canceling common algebraic factors.
We can cancel out the common multiplier terms \( \frac{4PL}{\pi E} \) from both sides of the equation:
\[
\frac{1}{d^2} = \frac{1}{d_1 d_2}
\]
Step 4: Solving for the uniform diameter variable \( d \).
Taking the reciprocal of both sides of the equation:
\[
d^2 = d_1 d_2
\]
Taking the square root of both sides isolates the uniform diameter \( d \):
\[
d = \sqrt{d_1 d_2}
\]
Step 5: Identifying the mathematical mean type.
The mathematical term \( \sqrt{a \cdot b} \) defines the Geometric Mean of two numbers. Therefore, the uniform diameter \( d \) is equal to the geometric mean of the two end diameters \( d_1 \) and \( d_2 \). This matches option (A).