Difficulty: Easy
Correct Answer: 1/4
Explanation:
Introduction / Context:
Second moment of area (area moment of inertia) determines bending stiffness and deflection of beams. For rectangles, knowing values about different axes is crucial for quick checks and design sizing in structural engineering.
Given Data / Assumptions:
Concept / Approach:
Standard results: I_centroid = (b * h^3) / 12 about the centroidal horizontal axis. Using the parallel-axis theorem to the base gives I_base = I_centroid + A * d^2, where A = b * h and d = h/2. Thus I_base = (b * h^3)/12 + (b * h) * (h/2)^2 = (b * h^3)/3. The requested ratio is (1/12) / (1/3) = 1/4.
Step-by-Step Solution:
Verification / Alternative check:
Dimensional consistency: both moments scale with b * h^3, so the ratio is dimensionless and independent of size.
Why Other Options Are Wrong:
(b), (c), (d), and (e) do not match the known values derived from standard formulas and the parallel-axis theorem.
Common Pitfalls:
Mixing up centroidal and base axes; forgetting the parallel-axis term A * d^2; confusing I_x and I_y orientations.
Final Answer:
1/4
Discussion & Comments