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Table 13 Lift-off points \({x}_{1}\) and \({x}_{2}\) at \(q ={q}_{5}\) for various N

From: Nonlinear analysis of Euler beams resting on a tensionless soil with arbitrary configurations

\(N\)

\({x}_{1}\)

\({x}_{2}\)

7

\(0.094434828\)

\(0.912301093\)

8

\(0.096135348\)

\(0.915150970\)

9

\(0.085173637\)

\(0.914209634\)

10

\(0.084836632\)

\(0.914269417\)

11

\(0.084785730\)

\(0.915231556\)

12

\(0.084908932\)

\(0.915254384\)

13

\(0.084834427\)

\(0.915165752\)

14

\(0.084763974\)

\(0.915150374\)

15

\(0.084852844\)

\(0.915140122\)