Discussion :: RCC Structures Design
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To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than
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A.
\(\frac { b} { 3 } \) |
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B.
\(\frac { b} { 4 } \) |
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C.
\(\frac { b} { 5 } \) |
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D.
\(\frac { b} { 6 } \) |
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E.
\(\frac { b} { 8} \) |
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Answer : Option D
Explanation :
No answer description available for this question.
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