For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends hinged to the case with both ends clamped is
- A. 0.25
- B. 4.0
- C. 0.125
- D. 0.5
Answer: A. 0.25
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For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends hinged to the case with both ends clamped is
Answer: A. 0.25
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