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3. For linear stress variation over the base of the dam of Fig. 4-3a, find where the resultant crosses the base and compute the maximum

3. For linear stress variation over the base of the dam of Fig. 4-3a, find where the resultant crosses the base and compute the maximum and minimum pressure intensity at the base. Neglect hydrostatic uplift. 19m -lim -= Fig- 4-3(a) Fiz. 4-3(b)

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