On May 17, 2005, at 11:56 AM, alejandroperezposada wrote:
> Is there a posibility in replace the ASTM A-193
> GR B7 stud with a Machine Bolt Grade 8?
why do you think you need to replace the bolt? You shouldn't be
guessing about this. First, you *must* use ASME specifications for
bolts anyway. Nylock bolts probably won't
What are your bolting calculations telling you about the adequacy of
the bolt?
What does the joint look like?
What size are the bolts and how long are they?
Is there a gasket involved?
I gather your loads are cyclic. Have you done any calculations to see
if the temperature excursions are high enough to relax the preload in
the bolt?
What is the temperature and pressure range?
How long does it take for the bolts to loosen (in terms of the load
cycle time)?
Have you set the preload?
How certain are you that the bolts are tightened properly? Have you
checked?
Christopher Wright P.E. |"They couldn't hit an elephant at <a href="/group/PipingDesign/post?postID=xcutzVrNtQ7tY7LLTkM5wqlbNB9KfW8POiJ8CAAaoHGs-ia3h_rOc5V-3mCeAFKEUgd3uEvJ9NGvoRr0ORs">chrisw@skypoint.com</a> | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania1864)
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