The ratio of maximum and average shear stresses on a rectangular section, is« Back to Previous Page
A. 1
B. 1.25
C. 1.5
D. 2.0
E. 2.5
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C. 1.5 |
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C. 1.5 |
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C. 1.5 |
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C. 1.5 |
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C. 1.5 |
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