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.