<?xml version="1.0" encoding="UTF-8"?><rss version="2.0"
	xmlns:content="http://purl.org/rss/1.0/modules/content/"
	xmlns:dc="http://purl.org/dc/elements/1.1/"
	xmlns:atom="http://www.w3.org/2005/Atom"
	xmlns:sy="http://purl.org/rss/1.0/modules/syndication/"
		>
<channel>
	<title>Comments on: Bolt Shear Strength Considerations</title>
	<atom:link href="http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/feed" rel="self" type="application/rss+xml" />
	<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations</link>
	<description>Portland Bolt's Frequently Asked Questions</description>
	<lastBuildDate>Fri, 13 Nov 2009 03:30:10 -0800</lastBuildDate>
	<generator>http://wordpress.org/?v=2.8.6</generator>
	<sy:updatePeriod>hourly</sy:updatePeriod>
	<sy:updateFrequency>1</sy:updateFrequency>
		<item>
		<title>By: ben</title>
		<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/comment-page-1#comment-2775</link>
		<dc:creator>ben</dc:creator>
		<pubDate>Fri, 23 Oct 2009 18:18:52 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/wordpress/bolt-shear-strength-considerations#comment-2775</guid>
		<description>Herb, you will be better off with a grade 8.</description>
		<content:encoded><![CDATA[<p>Herb, you will be better off with a grade 8.</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: David Benyon</title>
		<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/comment-page-1#comment-1567</link>
		<dc:creator>David Benyon</dc:creator>
		<pubDate>Tue, 19 Aug 2008 22:48:58 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/wordpress/bolt-shear-strength-considerations#comment-1567</guid>
		<description>There is a UK company called Bolt Science who have computer programs on bolt tensile strengths (there used to be a free time limited demo as well!) There is also a rule of thumb that puts shear strength as 60% of tensile strength. Put the two together and voila!  Note however that antique solid mounted diesel engines can wreak havoc on their mounting frames and won&#039;t be the least impressed with ones clever calculations!  Salt can also give unexpected results as tests done a great many years ago on chains showed that they were weaker when immersed in seawater. Ideally the bolts should only be loaded to about 10% of their failure load, possibly 20% on a rough job.</description>
		<content:encoded><![CDATA[<p>There is a UK company called Bolt Science who have computer programs on bolt tensile strengths (there used to be a free time limited demo as well!) There is also a rule of thumb that puts shear strength as 60% of tensile strength. Put the two together and voila!  Note however that antique solid mounted diesel engines can wreak havoc on their mounting frames and won&#8217;t be the least impressed with ones clever calculations!  Salt can also give unexpected results as tests done a great many years ago on chains showed that they were weaker when immersed in seawater. Ideally the bolts should only be loaded to about 10% of their failure load, possibly 20% on a rough job.</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Adam Oakley</title>
		<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/comment-page-1#comment-1467</link>
		<dc:creator>Adam Oakley</dc:creator>
		<pubDate>Fri, 11 Jul 2008 17:55:59 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/wordpress/bolt-shear-strength-considerations#comment-1467</guid>
		<description>Thanks for adding the helpful link, Eric. Even though this is from an automotive standpoint, it looks like there is some good information for industrial and construction applications.</description>
		<content:encoded><![CDATA[<p>Thanks for adding the helpful link, Eric. Even though this is from an automotive standpoint, it looks like there is some good information for industrial and construction applications.</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Eric</title>
		<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/comment-page-1#comment-1464</link>
		<dc:creator>Eric</dc:creator>
		<pubDate>Fri, 11 Jul 2008 15:30:17 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/wordpress/bolt-shear-strength-considerations#comment-1464</guid>
		<description>I found this, which might help.

http://www.rockcrawler.com/techreports/fasteners/index.asp</description>
		<content:encoded><![CDATA[<p>I found this, which might help.</p>
<p><a href="http://www.rockcrawler.com/techreports/fasteners/index.asp" rel="nofollow">http://www.rockcrawler.com/techreports/fasteners/index.asp</a></p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Greg Lindsay</title>
		<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/comment-page-1#comment-663</link>
		<dc:creator>Greg Lindsay</dc:creator>
		<pubDate>Thu, 24 Apr 2008 15:50:48 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/wordpress/bolt-shear-strength-considerations#comment-663</guid>
		<description>@Herb: Due to liability issues and given the fact that Portland Bolt does not have any engineers on staff, we are not in a position to answer questions regarding the use of specific quantities, sizes and grades of fasteners for a specific application.  Please consider consulting a structural engineer for assistance with this question.  Sorry we couldn&#039;t be of more assistance.</description>
		<content:encoded><![CDATA[<p>@Herb: Due to liability issues and given the fact that Portland Bolt does not have any engineers on staff, we are not in a position to answer questions regarding the use of specific quantities, sizes and grades of fasteners for a specific application.  Please consider consulting a structural engineer for assistance with this question.  Sorry we couldn&#8217;t be of more assistance.</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Herb</title>
		<link>http://www.portlandbolt.com/faqs/bolt-shear-strength-considerations/comment-page-1#comment-662</link>
		<dc:creator>Herb</dc:creator>
		<pubDate>Thu, 24 Apr 2008 12:58:26 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/wordpress/bolt-shear-strength-considerations#comment-662</guid>
		<description>When a bolt is used in a sheer load is it better to use grade 5 or grade 8?  I&#039;ve heard that grade 8 bolts are harder and therfore more brittle.  Assuming a good fit with no slop in the assembly or a slightly loose fit - say 25-30 thousandths.</description>
		<content:encoded><![CDATA[<p>When a bolt is used in a sheer load is it better to use grade 5 or grade 8?  I&#8217;ve heard that grade 8 bolts are harder and therfore more brittle.  Assuming a good fit with no slop in the assembly or a slightly loose fit &#8211; say 25-30 thousandths.</p>
]]></content:encoded>
	</item>
</channel>
</rss>
