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Re: Bolt and thread question...

To: David Lieb <dbl@chicagolandmgclub.com>, JustBrits_com <justbrits@comcast.net>, Spridgets <spridgets@autox.team.net>
Subject: Re: Bolt and thread question...
Date: Sun, 22 Jan 2006 17:46:04 -0800 (PST)
Domainkey-signature: a=rsa-sha1; q=dns; c=nofws; s=s1024; d=yahoo.com; h=Message-ID:Received:Date:From:Subject:To:In-Reply-To:MIME-Version:Content-Type:Content-Transfer-Encoding; b=JuE8SHqDcTBd+dJBD7GE7dDMURs3nxlSX7NNIr8IQHXxtytWaaZGTeAprqFwwgPw4leL+7MVhPswoVO89BPb9sB3OvXa+kINyyIJEH4o85crxzkGUd4x3O+BLXYgQ0aX+lnjAEoyPvcM4Mgga1mph/hmhQ9nfNorrMj5cXDoN58= ;
Sorry, guys. Shear is a factor of tensile strength
(around 60%).  The old myth that 8's snap while 5's
bend is a misinterpretation.  The 5 bends and then
snaps way before the 8 yields in any way.  As Casey
Stengel said, "you could look it up".

--- David Lieb <dbl@chicagolandmgclub.com> wrote:

> > Without ANY doubt the above IS one of the more
> "gospel" things I have EVER 
> > read on this List, David!!
> 
> OK, I will confess than the line about there not
> being any Grade 8 bolts 
> original to the Spridget was a quote from Ed Kaler
> of Just Brits. Since he 
> hadn't chimed in yet, I figured I would have to do
> it for him ;-) 
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