Difficulty: Easy
Correct Answer: True
Explanation:
Concept
For members that are assumed not to carry tension (e.g., masonry), the limit of eccentricity ensures the resultant compressive stress stays non-negative across the entire section (no-tension condition).
Formula note
For a rectangular section, a common criterion is e ≤ b/6 (about the relevant axis), keeping the stress distribution fully compressive.
Final Answer
True
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