Just slightly lower torque and only if the dry torque
was compensated for running torque.  I don't know if
it was but I can tell you that you can measure it by
measuring the torque it takes to spin the nut before
it seats dry vs wet--very little indeed!!!  This also
assumes only the threads were lubed...
FL Kev

--- John Laurenson <[EMAIL PROTECTED]> wrote:
> Good information on the coefficient of friction, but
> I don't see how it
> addresses anything; other than if you use the copper
> anti-seize and the
> torque numbers in the manual are based on non-plated
> fasteners you have a
> problem.  You will probably have the bolt fail in
> tension because you are
> apply nearly three times the tension load and the
> bolt will shear fail.
>
> The question still is "if the torque numbers in the
> manual are based on dry"
> is there a reduced torque number you need to use for
> lubricated because of
> the increased loading on the bolt?
>
> hawke
>
>
>
> On 7/3/02 10:38 AM, "Walt Garcen"
> <[EMAIL PROTECTED]> wrote:
>
> > The best torque wrench in the world doesn't know
> anything about coefficients
> > of friction or stress vs strain curves. Torque is
> torque and the issue here
> > isn't whether the tool is accurate within 10%, 1%,
> or 0.1%.
> >
> > -----Original Message-----
> > From: GTS-1000 Owners List
> [mailto:[EMAIL PROTECTED]]On Behalf
> > Of tom &jean
> > Sent: Wednesday, July 03, 2002 7:50 AM
> > To: [EMAIL PROTECTED]
> > Subject: Re: dry vs. wet torque readings ???
> >
> >
> > Since I use the best torque wrench available (
> made by the German mfg
> > Stahlwille) I do not have these
> > insignificant problems.
> >
> > Tom Beasley
> >
> >
> > ----- Original Message -----
> > From: "Henry S. Winokur" <[EMAIL PROTECTED]>
> > To: <[EMAIL PROTECTED]>
> > Sent: Tuesday, July 02, 2002 10:31 PM
> > Subject: Re: dry vs. wet torque readings ???
> >
> >
> >>> Since dry vs wet can vary greatly, any
> structural bolts that would be
> >>> torqued under my supervision must be done per
> the AISC Calibrated torque
> >>> wrench method to verify proper tension.  But
> since you people are mere
> >>> peons, not able to fully appreciate a
> Wilhelm-Skidmore bolt tensioner, I
> >>> would go off the following rule of thumb torque
> formula:
> >>>
> >>> T=(KDW)/12=foot-pounds
> >>>
> >>> where T= torque
> >>> K=friction factor
> >>> D= Nominal bolt diameter in decimal inches
> >>> W=clamp load in pounds
> >>> K=0.30 for nonplated fasteners, black finish
> >>> K=0.20 for electrodeposited zinc coatings
> >>> K=0.15-0.18 for oils
> >>> K=0.16 for cadmium electrodeposited coatings
> >>> K=0.12 for copper anti-seize compound
> >>>
> >>> Standard practice is to tighten a bolt to 70-75%
> of the proof load.
> > Proof
> >>> load is the point where a bolt will permanently
> deform more than 2%.
> >>>
> >>> Let me know if you need any more schooling.
> >>
> >> What we need is ENGLISH not ENGINEERING-EZE.
> >>
> >> Regards,
> >>
> >> Henry S. Winokur
> >> 94 GTS1000, AMA, MRF,
> >> Nationally Certified Riding Instructor
> >> Columbia, MD Ride for Kids Task Force
> >> West Bethesda, MD USA
> >>
> >


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