The Elsmar Cove Forum and Site Map The Elsmar Cove Wiki More Free Files The Elsmar Cove Forums Discussion Thread Index Post Attachments Listing Failure Modes Services and Solutions to Problems Elsmar cove Forums Main Page Elsmar Cove Home Page

Go Back   The Elsmar Cove Forum > Common Quality Assurance Processes and Tools > Capability, Accuracy and Stability - Process, Machine, etc.


The Elsmar Cove Forum SideBar!
Monitor the Forum
Monitor New Forum Posts
New Threads Feeds
RSS FeedRSS Feed
Sponsor Link










$ Contributor Forum Access
Courtesy Quick Links

Links that Elsmar Cove visitors will find useful in your quest for knowledge:


Howard's International Quality Services

Atul's Symphony Technologies

Dave Scott's Scott Quality Solutions

Praxiom Research Group


NIST's Engineering Statistics Handbook

IRCA - International Register of Certified Auditors

SAE - Society of Automotive Engineers

Quality Digest Portal

IEST - Institute of Environmental Sciences and Technology

ASQ - American Society for Quality


All the Important Standards and Related Web Sites in the World
Reply
 
Thread Tools Search this Thread Rate Thread Content Display Modes
  #1  
Old 5th March 2001, 12:17 PM
brossbach
Unregistered Guest

 
Posts: n/a
Question Cpk on Profile - Is it possible to a Cpk study on a profile? GD&T perspective

I hope to make this clear. I need to know on a GD&T perspective. Is it possible to a CPK study on a profile. If it can be done ,can you explain to me or quide me on how to perform this task.
Reply With Quote

Sponsored Links
  #2  
Old 8th March 2001, 11:30 AM
Paul F. Jackson Paul F. Jackson is offline
Involved - Posts

Registration Date: Feb 2001
Location: Canton, MI USA
Age: 55
 
Posts: 114
Thanks Given to Others: 1
Thanked 46 Times in 28 Posts
Karma Power: 52
Karma: 703
Paul F. Jackson is appreciated, and has over 700 Karma points.Paul F. Jackson is appreciated, and has over 700 Karma points.Paul F. Jackson is appreciated, and has over 700 Karma points.Paul F. Jackson is appreciated, and has over 700 Karma points.Paul F. Jackson is appreciated, and has over 700 Karma points.Paul F. Jackson is appreciated, and has over 700 Karma points.Paul F. Jackson is appreciated, and has over 700 Karma points.
It is very simple.

Pick a responsible number of points on the feature to examine and compare the displacement of each point from the basic profile +/-. Establish control limits for each point location (or all point locations if you group them into one control study) after a sufficient number of instances have been measured and determine whether their dispersion is "in-control." After it is determined that they are "in-control" figure out what size tolerance zone is required to contain each point (it will be different for every point). That is the profile deviation or consumed tolerance for each point. Process capability will compare that consumed tolerance to the tolerance specified on the drawing.

The rest of this explanation is copied from another thread.

Profile has a target value of zero and may either be constrained (controlling location or orientation and form) or unconstrained (controling form only). One can simply compare the distribution of consumed tolerance to the specified tolerance available to compute the Pp, Cp and compare the mean of the measured data to the Upper Limit to compute the Ppk, Cpk.

Profile tolerances that are not targeted nominally such as a profile that has a tolerance zone specified unequal bilateral or unilateral are a little trickier. To compare the measured data to the specification tolerance for process Capability analysis one must portray the size of the tolerance zone required to contain the worst deviation. Consider a profile tolerance that is depicted unequally bilateral -0.2 ~ +0.6 from its basic profile and is declared a total value of 0.8 in the feature control frame. If the worst deviation (the one nearest or beyond the given limits) was -0.1, one must determine what size tolerance zone could contain that point as it relates to the total tolerance 0.8. I assert that the consumed tolerance must be portrayed as 0.6, which is twice the deviation from the mean of the available tolerance. Likewise if the tolerance was depicted unilaterally 0.0 ~ +0.8 and the worst deviation was -0.2 the deviation would be reported as 1.2. Pp, Cp and Ppk, Cpk assessments for these consumed tolerances would follow the standard models.

Reply With Quote
Sponsored Links

Reply

Lower Navigation Bar
Go Back   The Elsmar Cove Forum > Common Quality Assurance Processes and Tools > Capability, Accuracy and Stability - Process, Machine, etc.

Bookmarks


Visitors Currently Viewing this Thread: 1 (0 Registered Visitors and 1 Unregistered Guests)
 
Thread Tools Search this Thread
Search this Thread:

Advanced Forum Search
Display Modes Rate Thread Content
Rate Thread Content:

Posting Settings
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off

Forum Jump

Similar Discussion Threads
Discussion Thread Title Thread Starter Forum Replies Last Post or Poll Vote
Cpk Calculation - Tolerance to maintain 1.33 & 1.67 Cpk respectively gianni Capability, Accuracy and Stability - Process, Machine, etc. 20 24th July 2009 11:23 AM
Profile of datum planes - Profile callout back to datum A (itself) CycleMike Inspection and Test, Sampling and Related Topics 4 4th June 2009 09:12 AM
MSA (Gage R&R) vs. Capability Cpk Study - Helium Leak Check Station BenBB SPC Monitoring and Statistical Analysis Techniques 2 29th January 2009 12:54 PM
PVC Profile Extrusion - Custom Profile Extrusion company RYENG Manufacturing and Related Processes 4 25th April 2006 01:20 PM
Profile Measurment - I have a SC call out for a profile of an assembly - Attribute? Rob Ewald ISO 17025 - Calibration, Measurement Gages and Test Laboratories 5 28th March 2001 02:56 PM



The time now is 05:13 PM. All times are GMT -4.
The time zone can be changed in your UserCP --> Options.



   

All Y'All Come Back Now, Y' Hear?

Made With A Mac! FreeBSD OS Powered by Apache!
Using php4 Forums provided and maintained by Marc Smith Database by MySQL

FAIR USE and CORRECTNESS NOTICE: This site contains copyrighted material the use of which has not always been specifically authorized by the copyright owner. We are making such material available in our efforts to advance understanding of environmental, political, human rights, economic, democracy, scientific, and social justice issues, etc. We believe herein constitutes a 'fair use' of any such copyrighted material as provided for in section 107 of the US Copyright Law. In accordance with Title 17 U.S.C. Section 107, the material on this site is distributed without profit to those who have expressed a prior interest in receiving the included information for research and educational purposes. For more information go to: http://www.law.cornell.edu/uscode/17/ If you wish to use copyrighted material from this site for purposes of your own that go beyond 'fair use', you must obtain permission from the copyright owner. In addition, I do not guarantee the correctness of the content. The risk of using content from the Elsmar Cove web site and forums remains with the user/visitor.

Responsibility Statement: Each person is responsible for anything they post in the Elsmar Cove forum. Neither I, Marc Timothy Smith, nor any of the forum Moderators, are responsible for the content of posts people make. Liability for post content resides with the poster as does interpretation and/or acceptance and/or use of advice by the reader.

Complaints: If you have a complaint with a post in a forum discussion thread, including Content in general, fighting, flaming, copyright infringement, defamation and/or 'slander', please use the 'Report This Post Report This Post Button button which appears at the top of every post in every thread.

Site courtesy of:
Marc Timothy Smith - Cayman Business Systems, 8466 Lesourdsville-West Chester Road, West Chester, Ohio 45069-1929 - USA
(513) 341-6272

To contact me, click the Google Voice link below, enter Your Name and Your Phone Number and Google will ring your phone and connect you for free!

The Elsmar Cove Web Site is *CopyFree*
no new posts