Member results
The following results are available for members. Note that members are also associated with results from a design task run. These are described under Steel design > Results.
| Result | Description |
|---|---|
| Member displacements | Aggregate of element displacements along the member |
| Member forces and moments | Aggregate of element forces and moments along the member |
| Steel utilisation | Worst utilisation from member local strength and buckling checks |
| Steel design calcs (verbose) | Detailed steel design calculation output for buckling checks and local strength along the member |
| Steel design calcs (brief) | Detailed steel design calculation output for buckling checks and local strength at critical points along the member |
| Steel member effective lengths | Member effective lengths calculated for each buckling sub-span along the member |
| Member deflection | Member displacement relative to support, as defined by restraint conditions at ends and internal points |
| Member span to max. deflection ratio | Ratio of deflection over the span that carries that deflection |
Member deflection and Member span to max. deflection ratio results require member end conditions to be set and are only applicable to members with no intermediate supports.