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Screw up my spar

 
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sam.marlow(at)roadrunner.
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PostPosted: Fri Nov 17, 2006 6:18 pm    Post subject: Screw up my spar Reply with quote

I think I screwed up my spar. When I was drilling the rear angle of incidence hole, the 3/8 AN6 bolt hole, I let my hand wander a bit off center. Guess what, now the hole is to big for an AN6 bolt. I talked to Ken K at van's, and he said I could use one step oversize, or one sixty fourth of an inch larger bolt. The problem is, I 'm having trouble locating a NAS6660-4x bolt. Can someone point me in the right direction!
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dlm46007(at)cox.net
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PostPosted: Fri Nov 17, 2006 7:28 pm    Post subject: Screw up my spar Reply with quote

The general rule is that, provided there is sufficient edge distance, any bolt can be upsized one size. Since the plan is a #6 you should be able to use a #7 there. 7/16" should not be hard to find. I would get a 7/16" ream (preferably tapered) and some help and some good clamps before drilling again. That said if you can find an oversize #6 use it but by all means buy or borrow the ream to make the hole whole. Final size should always be reamed. An AN7-11 is about a buck at Spruce.
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dlm46007(at)cox.net
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PostPosted: Fri Nov 17, 2006 8:20 pm    Post subject: Screw up my spar Reply with quote

One other possibility is a metric 10 which should be about .394 but of course you will need the appropriate ream
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dlm46007(at)cox.net
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PostPosted: Fri Nov 17, 2006 8:43 pm    Post subject: Screw up my spar Reply with quote

www.mcmaster.com (part 95430A387) has a M10 (class10.9) bolt that is 150000 psi tensile strength compared to the AN spec for the 125000 psi tensile strength. check http://www.allmetalcorp.com/htm/pg902_04.htm
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sgesele(at)yahoo.com
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PostPosted: Mon Nov 20, 2006 7:07 am    Post subject: Screw up my spar Reply with quote

[quote] Time: 08:43:15 PM PST US
From: "David McNeill" <dlm46007(at)cox.net>
Subject: Re: Screw up my spar

www.mcmaster.com (part 95430A387) has a M10
(class10.9) bolt that is
150000 psi tensile strength compared to the AN spec
for the 125000 psi
tensile strength. check
http://www.allmetalcorp.com/htm/pg902_04.htm
---


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