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Circular elements or opposed points

I don't remember if this was covered in detail in the PCDMIS GD&T course, but when would you use circular elements instead of opposed points when dimensioning local size and vice-versa?  I think I understand what the difference is between the two, but I don't see how either one of them would be very useful.  Opposed points seems like the better one, but I would think the UAME is ultimately the most important, which I believe is the same regardless of which method is chosen.  Can someone give me a scenario where one might be used instead of the other?

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  • You have to use opposed points for local size on width features (because there are no circular elements - widths are planar).  For cylinders, opposed points will simulate a calliper check which means it will not necessarily capture the form error.  Circular elements simulates a ring/plug gauge.  This is the section from the GDT training...

  • How would circular elements simulate a plug gauge for an inner diameter?  The slide uses an inner diameter as an example and says that it is the smallest circumscribed diameter, but that doesn't make sense to me for an inner diameter.  This is why I don't see any use for circular elements.  Unless the slide has the two mixed up and it's meant to be the largest inscribed diameter for ID and the smallest circumscribed diameter for OD.  That would make sense to me, but that's not how the slide has it.

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  • How would circular elements simulate a plug gauge for an inner diameter?  The slide uses an inner diameter as an example and says that it is the smallest circumscribed diameter, but that doesn't make sense to me for an inner diameter.  This is why I don't see any use for circular elements.  Unless the slide has the two mixed up and it's meant to be the largest inscribed diameter for ID and the smallest circumscribed diameter for OD.  That would make sense to me, but that's not how the slide has it.

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