Difficulty: Medium
Correct Answer: (4 * P * L) / (π * E * d1 * d2)
Explanation:
Introduction / Context:
Members with varying cross-section require integration of strain along the length to compute elongation under axial load. A classic result is the extension of a circular bar that tapers linearly from diameter d1 to d2.
Given Data / Assumptions:
Concept / Approach:
For an element at distance x with local diameter d(x), area A(x) = π [d(x)]^2 / 4. Strain at x is P / (E * A(x)). Total extension is the integral of strain over length L. With linear taper, d(x) varies linearly → integration yields a simple closed form.
Step-by-Step Solution:
Verification / Alternative check:
Check limits: if d1 = d2 = d (uniform bar) → u = (4 P L)/(π E d^2) = (P L)/(A E), since A = π d^2/4. This confirms correctness.
Why Other Options Are Wrong:
Common Pitfalls:
Arithmetic slips when integrating 1/[d(x)]^2; forgetting to verify the uniform-bar limit; using arithmetic average of areas instead of the correct harmonic-type relation.
Final Answer:
(4 * P * L) / (π * E * d1 * d2)
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