Table 7 Comparison of stability ultimate capacity for different methods.
From: Linear elastic iterative method for stability ultimate capacity of equal-leg angle towers
Methods | Analytical solution | INFEM | EMRM |
|---|---|---|---|
Stability ultimate capacity (kN) | 3.71 | 3.61 | 3.60 |
Relative error | – | − 2.70% | − 2.96% |
