An anchored sheet pile retains soil of height 6 m, the piles having a length of 9,75 m. For the soil 300,c= 0 and p = 1850 kg/m. The tie-rods are 1,25 m below the surface. Find the proportion of the passive resistance mobilized, as well as the required diameter of the tie-rods, if the permissible stress in them is 160 Mpa, and if it is assumed that the tie-rods are spaced at 1,75m centres

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