A circular raft foundation of 20 m diameter and 1.6 m thick is provided for a tank that applies a bearing pressure of 110 kPa on sandy soil with Young's modulus, ES' = 30 MPa and Poisson's ratio, υS = 0.3. The raft is made of concrete (EC = 30 GPa and υC = 0.15). Considering the raft as rigid, the elastic settlement (in mm) is

1
50.96
2
53.36
3
63.72
4
66.71

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