Structural Studs Allowable Bending Moment

All the information I have found on Structural (S) Stud Sections in regards to the Allowable Bending Moment has stated that the tabulated values are for continuously supported members. I am looking for information on the bending moment strength of members when they are not continuously supported. Has anyone seen this information or know where I can aquire it?

Thanks,
Katy

******* ****** ******* ******** ******* ******* ******* ***
* Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
* This email was sent to you via Structural Engineers
* Association of Southern California (SEAOSC) server. To
* subscribe (no fee) or UnSubscribe, please go to:
*
* http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad@seaint.org. Remember, any email you
* send to the list is public domain and may be re-posted
* without your permission. Make sure you visit our web
* site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********