From: Nonlinear analysis of Euler beams resting on a tensionless soil with arbitrary configurations
\(N\) | \({x}_{1}\) | \({x}_{2}\) |
---|---|---|
7 | \(0.112583071\) | \(0.8942908347\) |
8 | \(0.1158445179\) | \(0.8972961009\) |
9 | \(0.1048439443\) | \(0.8945482671\) |
10 | \(0.1045830548\) | \(0.8946845233\) |
11 | \(0.1041499674\) | \(0.8960036337\) |
12 | \(0.1042748392\) | \(0.8960353434\) |
13 | \(0.104013592\) | \(0.8960037529\) |
14 | \(0.1038406193\) | \(0.8959776461\) |
15 | \(0.1040145457\) | \(0.89597103\) |