| Mass Details | | | | * | | | |
| Dynamic Details | | | | * | | | |
| Dynamic Summary | | | | * | | | |
| Buckling Details | | | | * | | | |
| Response Spectrum Details | | | | * | | | |
| Steel Design Summary | | | | * | | | |
| Load Factor / Displacement Relationship | | | | * | | | |
| Axial Force / Displacement Relationship | | | | * | | | |
| Total Loads and Reactions | | | | * | | | |
| Deformed Elevation | | | | | | * | |
| Nodal Displacements | | Global | * | * | * | * | |
| Nodal Velocities | | Global | * | * (on nodes & elements) | * | * (on nodes & elements) | |
| Nodal Accelerations | | Global | * | * (on nodes & elements) | * | * (on nodes & elements) | |
| Reactions | | Global | * | * | * | * | |
| Rigid Constraint and Joint Forces and Moments | | Global | * | * | * | * | |
| Nodal Forces and Moments | | Global | * | * | | | |
| Nodal Mass | | | | * | | * | |
| Soil Nodal Results | | | | ✓ (on nodes & elements) | | * (on nodes & elements) | |
| Footfall Induced Vibration Results | | Global | | ✓ (on nodes & elements) | | * (on nodes & elements) | |
| Nodal Spring & Mass Displacements | | Global | * | * | * | * | |
| Nodal Spring Forces and Moments | | Global | * | * | * | * | |
| Beam and Spring Displacements | | Local | * | * | * | * | |
| Beam End Relative Displacements | | Local | | * | | * | |
| Beam and Spring Forces and Moments | | Local | | * | * | * | |
| Beam Stresses | | Local | | * | * | * | |
| Beam Derived Stresses | | Local | | * | * | * | |
| Beam Strains | | Local | | * | | | |
| Beam Strain Energy Density | | n/a | | * | * | * | |
| Average Beam Strain Energy Density | | n/a | | * | * | * | |
| Steel Utilisation | | | | * | * | * | |
| Torce Lines | | | | | * | | |
| 2D Element Displacements | | | | * | * | * | |
| 2D Element Derived Forces and Moments | Principal 2D Moments | | | | * | | |
| Principal 2D Forces | | | * | | | |
| Maximum 2D Moment, | | | * | | * | |
| Minimum 2D Moment, | | | * | | * | |
| Angle to | | | * | | | |
| Maximum 2D Force, | | | * | | * | |
| Minimum 2D Force, | | | * | | * | |
| Angle to | | | * | | | |
| 2D Element Projected Moments | 2D Moment | | * | | * | | |
| 2D Moment, | | * | * | | * | |
| 2D Moment, | | * | * | | * | |
| 2D Moment, | | * | * | | * | |
| 2D Moment, | | * | * | | * | |
| 2D Moment, | | * | * | | * | |
| 2D Element Projected Forces | 2D Force | | * | | * | | |
| 2D Through-Thickness Shear | | | | * | | |
| 2D Force, | | * | * | | * | |
| 2D Force, | | * | * | | * | |
| 2D Force, | | * | * | | * | |
| 2D Through-Thickness Shear, | | | * | | * | |
| 2D Through-Thickness Shear, | | | * | | * | |
| 2D Element Derived Stresses | 2D Stress, Principal | | | | * | | |
| 2D Stress, Max | | | * | | * | |
| 2D Stress, Min | | | * | | * | |
| 2D Stress, Angle to Max | Global | * | * | | | |
| 2D Stress, Max Shear | | | * | | * | |
| 2D Stress, Von Mises | | | * | | * | |
| 2D Stress, Average | | | * | | * | |
| 2D Element Projected Stresses | 2D Projected Stress, xx | Global | * | * | * | * | |
| 2D Projected Stress, yy | Global | * | * | * | * | | |
| 2D Projected Stress, zz | Global | * | * | * | * | | |
| 2D Projected Stress, xy | Global | * | * | * | * | | |
| 2D Projected Stress, yz | Global | * | * | * | * | | |
| 2D Projected Stress, zx | Global | * | * | * | * | | |
| 2D Element Stress Error | | | | * | | * | |
| Soil 2D Element Contact Bearing Pressure | | | | * | | * | |
| RC Slab Reinforcement | | | | * | * | * | |
| Element Strain Energy | | | | * | | * | |
| Assembly Displacements | | | | * | * | * | |
| Assembly Forces and Moments | | | | * | * | * | |