Discussion :: RCC Structures Design
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If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a superload on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is
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A.
\(\frac { p 1-p2} { 2 } \) h |
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B.
h |
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C.
\(\frac { p 1+p2} { 2 } \) h |
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D.
(p1-p2)\(\frac { 2} { 3} \) h |
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Answer : Option C
Explanation :
No answer description available for this question.
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