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 | \(0.084852844\) | \(0.915140122\) |