Q
qualitytrec
As I get to know the PSO requirements I have again been reminded that there is variation in approach to Ppk and Pp. Some places I have worked require us to find the center of a tolerance zone and work Pp and Ppk from it. I did not like this but our SQE insisted that this is how it was to be done (customer may not be right but act like it anyway).
The PSO for DCx says that Pp can not be calculated for unilateral tolerance. This makes sense to me but leaves me with the question "How can we calculate Ppk and be accurate if there is no Pp value?" Take for example an unilateral profile call out of 1.0mm where the process is in spec at .25mm mean and has s of .1. The formula prescribed would look like Ppk=(1.0-0.25)/(3*0.1)=2.5. This seems strange to me since you would be running so close to the lower specification.
I do understand how it would apply to flatness or max radius type call outs but it seems wrong for others such as the one I gave.
What have you done with this stuff and why?
Mark
The PSO for DCx says that Pp can not be calculated for unilateral tolerance. This makes sense to me but leaves me with the question "How can we calculate Ppk and be accurate if there is no Pp value?" Take for example an unilateral profile call out of 1.0mm where the process is in spec at .25mm mean and has s of .1. The formula prescribed would look like Ppk=(1.0-0.25)/(3*0.1)=2.5. This seems strange to me since you would be running so close to the lower specification.
I do understand how it would apply to flatness or max radius type call outs but it seems wrong for others such as the one I gave.
What have you done with this stuff and why?
Mark