by "NewsSkimmer" <NewsSkimmer@[EMAIL PROTECTED]
>
Feb 25, 2008 at 06:55 AM
You're in the wrong group guy.
Nevertheless, these studs shouldn't be torqured. They should be tensioned.
There are lookup values based on ring, stud material etc.
Contact these guys: http://www.fastorq.com/index.cfm
There are other
contractor's as well.
<mahir.abbasov@[EMAIL PROTECTED]
> wrote in message
news:b3261e0c-bb33-458b-8524-baaf9a67787b@[EMAIL PROTECTED]
> What torque figures will be for 18 flange 2500 class and bolt will be
> 2 1/4"
