| 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 | | | | ✓ | ✓ | ✓ | |
