| Settlements/Max. Moments/Max. Shear Force/Vertical Load | Proportional Depth of Loose Sand (HS) Layer | ||
| 25% Loose Sand | 50% Loose Sand | 75% Loose Sand | |
| Differential Settlement (cm) | 9.26 | 7.3 | 7.26 |
| Positive Moment (kN∙m/m) | 5129 | 4850 | 4809 |
| Negative Moment (kN∙m/m) | 117 | 130 | 129 |
| Shear Force (kN) | 2390 | 4852 | 2295 |
| Total Vertical Load (kN) | 138,759 | 138,801 | 138,767 |