| Building Aspect Ratio | Settlements/Max. Moments/Max. Shear Force/Vertical Load | Soil Models | ||
| Hardening Model | Mohr Coulomb (MC) Model | MC Incremental Model | ||
| Aspect Ratio = 1.0 (Square) | Differential Settlement (cm) | 7.3 | 7.8 | 6.37 |
| Positive Moment (kN∙m/m) | 4850 | 5092 | 4455 | |
| Negative Moment (kN∙m/m) | 130 | 121 | 120 | |
| Shear Force (kN) | 4852 | 4986 | 4916 | |
| Total Vertical Load (kN) | 138,801 | 138,801 | 137,014 | |
| Aspect Ratio = 1.75 (Rectangular) | Differential Settlement (cm) | 6 |
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| Positive Moment (kN∙m/m) | 2562 |
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| Negative Moment (kN∙m/m) | 213 |
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| Shear Force (kN) | 1401 |
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| Total Vertical Load (kN) | 138,812 |
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