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		eldo(at)unb.ca Guest
 
 
 
 
 
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				 Posted: Wed Mar 08, 2006 8:20 am    Post subject: Grades of Nuts & Bolts | 
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				I've not being paying close attention to this lengthy exchange; however I couldn't let
 Larry's comment go without digging out my notes for Mechanics of Materials and one of
 many texts on my shelf (sorry my Aircraft Mechanics Handbook is at home).  
 
 I've no idea what the grades you mention are intended to mean but if the strengths are
 correct, I wouldn't let them near an aircraft.  A high strength AN6 bolt has a yield
 strength (start to fail) in shear of 10,500 lb (that translates to about
 95,000lb/sq.in.).  Ordinary structural steel (A36) that is often cast into concrete has
 a yield in tension (starts to fail) of 36,000lb/sq.in (thus the code A36) and ultimate
 strength (when it breaks) of 60,000lb/sq.in.  Typical yield in shear (the way bolts are
 normally meant to be used) is about half that of the tensile strength....  the typical
 garden variety steel is therefore at best about 18,000 psi versus 95,000 psi for AN
 hardware.
 
 There are other issues of quality control of shoulder radius at the head, size
 tolerances etc. that mean AN bolts are are the ticket unless you know the expected
 stresses and the allowable strengths for the application and the hardware you wish to
 use.  
 
 Bottom line... if the designer says this is where an AN bolt goes, I wouldn't want to
 chance anything less even if the hardware cost is a couple hundred more and I have to
 wait an extra day for FedEx!
 Quoting Larry <lrm01(at)centurytel.net>:
 
  	  | Quote: | 	 		   
  
  Granted, grade 8s are not legal for certified, but we are not doing 
  certified aircraft.
  I have seen several comments about grade 8 bolts being brittle.  Well they 
  are not, potato chips are brittle.  Grade 8s have a strength of 2800 psi, AN 
  ,2600 psi, grade 5,  2500 psi.  That relates to the grade 8 being only 
  around 7% harder than an AN bolt.  Yesterday I took a 3/8" X 5" grade eight 
  bolt, put it in a vise, took a larger hammer, bent it over to 45 degree 
  angle, bent it back somewhat straight, bent it over again and back.  No 
  visible cracks, didn't break.   Brittle is definitely not the right word. 
  If I could go to any store around here and but AN bolts, I would.  They are 
  just not available unless you order them.
  Anyway, I think this horse has been beat to death.
  
  Larry, N1345L, www.skyhawg.com
  
  
 
 | 	  
 
 Eldo Hildebrand, PhD., P.Eng.
 Assistant Dean of Engineering 
 University of New Brunswick
 P.O. Box 4400 Fredericton NB E3B 5A3
 Phone 506 453 5112
 Fax 506 453 3568
 
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		Jari Kaija
 
  
  Joined: 23 Feb 2006 Posts: 69
 
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				 Posted: Wed Mar 08, 2006 10:20 am    Post subject: Grades of Nuts & Bolts | 
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				 	  | Quote: | 	 		   I've no idea what the grades you mention are intended to mean but if the
 strengths are
 | 	  
  	  | Quote: | 	 		   correct, I wouldn't let them near an aircraft.  A high strength AN6 bolt
 has a yield
 | 	  
 
 Ok, it's time to end this "I think" thread...
 
     http://www.boltdepot.com/fastener-information/Default.aspx#material
 
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