From: Nonlinear analysis of Euler beams resting on a tensionless soil with arbitrary configurations
\(N\) | \({x}_{1}\) | \({x}_{2}\) |
---|---|---|
3 | – | \(0.861781925\) |
4 | \(0.160526961\) | \(0.731332093\) |
5 | \(0.160613269\) | \(0.731275350\) |
6 | \(0.163320452\) | \(0.722140163\) |
7 | \(0.162688881\) | \(0.722102016\) |
8 | \(0.160298079\) | \(0.721228451\) |
9 | \(0.160497934\) | \(0.721098214\) |