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DESIGN OF REINFORCED CONCRETE RETAINING WALL
–wedge or retained earth plus any hydrostatic Passive earth pressure in pressure front of wall ... max 271.4 129.41 91.22 99.6kN/m 3.4 1.93 WM P AZ 6 6 Example 5.1 24 Load Horizontal load (kN) Distance from C (m) Moment about C (kNm) Active pressure 79.23 1/3(4.9) = 1.63 -129.41
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