"Displacement" sub report using Results> Output Report in AutoPIPE
The displacement results for all WIND load as were found to be zero, even for extremely high force wind events
Wave load case gives different displacements after model was rotated
Displacement of piping with soil properties is very large, as if the soil properties are not considered during the analysis
Added concentrated weight does not affect my displacement results
Generate a report showing the maximum displacement
Pipe movement exceeds gap distance
All displacements, forces, reactions, and stresses results for Dynamic Analysis (ex. Time history, Response Sepctrum, etc..) are +ve
Displacement of piping between existing node points
Rigidly supported pipe indicates vertical movement down during load case
Are dynamic results based on peak to peak values or amplitudes forcing function?
See Also
Analysis Sub-reports FAQ
Bentley AutoPIPE