Difficulty: Medium
Correct Answer: δ = wl^2/(6E)
Explanation:
Introduction:
Members with variable cross-section exhibit nonuniform stress under self-weight. A conical bar fixed at the large end and tapering to zero at the free tip has a neat closed-form elongation independent of base diameter.
Given Data / Assumptions:
Concept / Approach:
At a section x measured from the fixed end, area A(x) decreases linearly, and the axial force equals the weight of the segment below. Strain is σ/E, and total elongation is the integral of strain over the length.
Step-by-Step Solution:
Verification / Alternative check:
The result is independent of d because both P(x) and A(x) scale with A0 and cancel. Dimensional check: w has units of force/volume; multiplying by l^2/E gives length.
Why Other Options Are Wrong:
Common Pitfalls:
Setting up A(x) incorrectly; forgetting that the line of action for self-weight is the weight of the portion below the section; missing the linear taper square in area.
Final Answer:
Discussion & Comments