Difficulty: Easy
Correct Answer: 1.5 times
Explanation:
Introduction / Context:In beam theory, shear stress is not uniformly distributed across a cross-section. For a rectangular section (common in mechanical and civil engineering), the maximum shear stress at the neutral axis differs from the cross-section's average shear stress. This question checks your recall of the exact ratio used in design and checks.
Given Data / Assumptions:
Concept / Approach:The average shear stress is V / A where A = b * h. The distribution for a rectangle is parabolic, with the maximum at the neutral axis. Using the shear formula, tau = V * Q / (I * b), we compare peak to average to obtain the ratio.
Step-by-Step Solution:
Average shear stress: tau_avg = V / (b * h)Second moment of area: I = b * h^3 / 12First moment at NA: Q = (b * h/2) * (h/4) = b * h^2 / 8Maximum shear stress at NA: tau_max = V * Q / (I * b) = V * (b * h^2 / 8) / ( (b * h^3 / 12) * b ) * b = 3/2 * (V / (b * h))Therefore, tau_max = 1.5 * tau_avgVerification / Alternative check:Standard beam tables list tau_max for a rectangle as 3/2 times the average, confirming the derivation.
Why Other Options Are Wrong:equal to, 4/3 times, twice, 0.866 times: do not match the rectangular section result derived from tau = V * Q / (I * b).
Common Pitfalls:Assuming uniform shear distribution; confusing the 3/2 factor with bending stress relations; applying the rectangular result to non-rectangular shapes.
Final Answer:
1.5 times
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