Discussion :: RCC Structures Design
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The Total pressure on the vertical face of a retaining wall of height h exerted by the retained earth weighing w per unit volume having an angle of surcharge 뱡, is :
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A.
wh cos α \(\frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a+\sqrt{cos^2a-cos^2\varphi} } \) |
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B.
\(Wh^2\) cos a \(\frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a+\sqrt{cos^2a+cos^2\varphi} } \) |
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C.
\(Wh^2/2\) cos a \(\frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a+\sqrt{cos^2a+cos^2\varphi} } \) |
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D.
\(\frac { Wh^2} { 3 } \) cos a \(\frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a-\sqrt{cos^2a-cos^2\varphi} } \) |
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Answer : Option C
Explanation :
No answer description available for this question.
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