Dear @Andre.White,
Here are my responses:
- Regardless of the load case, you can always set
PtrmYInerto represent the otherwise unconsidered rotational inertia of the undeflected tower about its centerline. But it is necessary to setPtfmYInernonzero whenPtfmYDOF=YawDOF= TRUE. - I’m not sure which “error” you are referring to. But I would not expect that you would set
YawDOForPtfmYDOFdifferently for cases with and without yaw misalignment. - When
YawDOF= True, I would always recommend settingYawNeut=NacYawunless you are purposely trying model a case where the nacelle-yaw snaps back to its neutral state. - See 3. This applies for cases with and without yaw misalignment.
Best regards,