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, Mmax | | | ✓ | | ✓ | |
| Minimum 2D moment, Mmin | | | ✓ | | ✓ | |
| Angle to Mmax | | | ✓ | | | |
| Maximum 2D Force, Nmax | | | ✓ | | ✓ | |
| Minimum 2D force, Nmin | | | ✓ | | ✓ | |
| Angle to Nmax | | | ✓ | | | |
2D element projected moments | 2D moment | | ✓ | | ✓ | | |
| 2D moment, Mx | | ✓ | ✓ | | ✓ | |
| 2D moment, My | | ✓ | ✓ | | ✓ | |
| 2D moment, Mxy | | ✓ | ✓ | | ✓ | |
| 2D moment, ∣Mx∣+∣Mxy∣ | | ✓ | ✓ | | ✓ | |
| 2D moment, ∣My∣+∣Myx∣ | | ✓ | ✓ | | ✓ | |
2D element projected forces | 2D force | | ✓ | | ✓ | | |
| 2D through-thickness shear | | | | ✓ | | |
| 2D force, Nx | | ✓ | ✓ | | ✓ | |
| 2D force, Ny | | ✓ | ✓ | | ✓ | |
| 2D force, Nxy | | ✓ | ✓ | | ✓ | |
| 2D through-thickness shear, Qx | | | ✓ | | ✓ | |
| 2D through-thickness shear, Qy | | | ✓ | | ✓ | |
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 | | | | ✓ | ✓ | ✓ | |