Discussion :: RCC Structures Design
-
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 :
A.
wh cos α \frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a+\sqrt{cos^2a-cos^2\varphi} } |
B.
Wh^2 cos a \frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a+\sqrt{cos^2a+cos^2\varphi} } |
C.
Wh^2/2 cos a \frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a+\sqrt{cos^2a+cos^2\varphi} } |
D.
\frac { Wh^2} { 3 } cos a \frac { cos α - \sqrt{cos^2α-cos^2\varphi} } { cos a-\sqrt{cos^2a-cos^2\varphi} } |
Answer : Option C
Explanation :
No answer description available for this question.
Be The First To Comment