<?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: Grade 55 Steel Properties</title>
	<atom:link href="http://www.portlandbolt.com/faqs/grade-55-steel-properties/feed" rel="self" type="application/rss+xml" />
	<link>http://www.portlandbolt.com/faqs/grade-55-steel-properties</link>
	<description>Portland Bolt's Frequently Asked Questions</description>
	<lastBuildDate>Sun, 23 Oct 2011 10:20:33 +0000</lastBuildDate>
	<sy:updatePeriod>hourly</sy:updatePeriod>
	<sy:updateFrequency>1</sy:updateFrequency>
	<generator>http://wordpress.org/?v=3.2.1</generator>
	<item>
		<title>By: Dane McKinnon</title>
		<link>http://www.portlandbolt.com/faqs/grade-55-steel-properties/comment-page-1#comment-1950</link>
		<dc:creator>Dane McKinnon</dc:creator>
		<pubDate>Fri, 06 Feb 2009 00:07:43 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/faqs/?p=62#comment-1950</guid>
		<description>@Izabela F1554 differs from 1045 and 4140 in several regards.  F1554 is a fastener specification that has specific chemical and mechanical properties that are tailored to perform in anchor bolt applications.  AISI 1045 and 4140 are both chemical-only steel grades that are designed to be heat treated and can be used for varying applications.  Both 1045 and 4140 in their as-rolled (that is, non-heat treated) condition do not have mechanical properties typically reported on their material certifications, but the typical properties if they were to be tested would fall outside the parameters specified by ASTM F1554.  AISI 1045 and 4140 would typically have strengths above the maximum allowed for F1554 Grade 55, but below the minimum for F1554 Grade 105.  Additionally, 1045 and 4140 would not have the ductility (elongation and reduction of area) required by F1554.

F1554 Grade 55, as supplied by Portland Bolt, is a low carbon, high alloy steel that we have manufactured to our exacting specifications.  Additionally, Portland Bolt’s F1554 Grade 55 also conforms to supplement S1, which specifies weldable steel.

F1554 Grade 105 can be manufactured from several grades of heat treated steel, of which 4140 is the most common.  The F1554 specification requires that Grade 105 be made from heat treated steel, so your off-the-shelf warehouse grade 4140 is unlikely to meet it.  Additionally the F1554 Grade 105 supplied by Portland Bolt will come with the Charpy test per supplemental requirement S5, ensuring low temperature ductility.

To answer your question as to whether or not this is typical of suppliers, the answer is unfortunately too often, yes.  Many suppliers who do not understand the F1554 specification will try to substitute other grades in order to get the order.  This is a dangerous practice because they do not fully comprehend the reasons for specifying the F1554 grades in the first place.  Welding, cold temperatures, ductility, and a maximum tensile strength are all crucial reasons for supplying the correct grade as specified by the design engineer.  Portland Bolt supplies both F1554 Grade 55 and 105 in full compliance with ASTM, and mill test reports are always available, both in paper and electronic form. Be very caution of suppliers who say an anchor bolt grade isn&#039;t available or they are going &quot;substitute&quot; stronger material.</description>
		<content:encoded><![CDATA[<p>@Izabela F1554 differs from 1045 and 4140 in several regards.  F1554 is a fastener specification that has specific chemical and mechanical properties that are tailored to perform in anchor bolt applications.  AISI 1045 and 4140 are both chemical-only steel grades that are designed to be heat treated and can be used for varying applications.  Both 1045 and 4140 in their as-rolled (that is, non-heat treated) condition do not have mechanical properties typically reported on their material certifications, but the typical properties if they were to be tested would fall outside the parameters specified by ASTM F1554.  AISI 1045 and 4140 would typically have strengths above the maximum allowed for F1554 Grade 55, but below the minimum for F1554 Grade 105.  Additionally, 1045 and 4140 would not have the ductility (elongation and reduction of area) required by F1554.</p>
<p>F1554 Grade 55, as supplied by Portland Bolt, is a low carbon, high alloy steel that we have manufactured to our exacting specifications.  Additionally, Portland Bolt’s F1554 Grade 55 also conforms to supplement S1, which specifies weldable steel.</p>
<p>F1554 Grade 105 can be manufactured from several grades of heat treated steel, of which 4140 is the most common.  The F1554 specification requires that Grade 105 be made from heat treated steel, so your off-the-shelf warehouse grade 4140 is unlikely to meet it.  Additionally the F1554 Grade 105 supplied by Portland Bolt will come with the Charpy test per supplemental requirement S5, ensuring low temperature ductility.</p>
<p>To answer your question as to whether or not this is typical of suppliers, the answer is unfortunately too often, yes.  Many suppliers who do not understand the F1554 specification will try to substitute other grades in order to get the order.  This is a dangerous practice because they do not fully comprehend the reasons for specifying the F1554 grades in the first place.  Welding, cold temperatures, ductility, and a maximum tensile strength are all crucial reasons for supplying the correct grade as specified by the design engineer.  Portland Bolt supplies both F1554 Grade 55 and 105 in full compliance with ASTM, and mill test reports are always available, both in paper and electronic form. Be very caution of suppliers who say an anchor bolt grade isn&#8217;t available or they are going &#8220;substitute&#8221; stronger material.</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Izabela</title>
		<link>http://www.portlandbolt.com/faqs/grade-55-steel-properties/comment-page-1#comment-1948</link>
		<dc:creator>Izabela</dc:creator>
		<pubDate>Thu, 05 Feb 2009 15:05:41 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/faqs/?p=62#comment-1948</guid>
		<description>We have specified for ASTM F1554 grade 55 and 105 anchor bolts.  The supplier has confirmed that he would supply as per our specification.  Now he&#039;s coming with substitutions arguing that AISI 1045 or AISI 4140 are superior to ASTM F1554.  Can you please advise if AISI 1045 / 4140 can be substituted for ASTM F1544.  Is this typical of suppliers ?
Thanks</description>
		<content:encoded><![CDATA[<p>We have specified for ASTM F1554 grade 55 and 105 anchor bolts.  The supplier has confirmed that he would supply as per our specification.  Now he&#8217;s coming with substitutions arguing that AISI 1045 or AISI 4140 are superior to ASTM F1554.  Can you please advise if AISI 1045 / 4140 can be substituted for ASTM F1544.  Is this typical of suppliers ?<br />
Thanks</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Adam Oakley</title>
		<link>http://www.portlandbolt.com/faqs/grade-55-steel-properties/comment-page-1#comment-1466</link>
		<dc:creator>Adam Oakley</dc:creator>
		<pubDate>Fri, 11 Jul 2008 15:47:36 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/faqs/?p=62#comment-1466</guid>
		<description>@MIGUEL FRANKLIN: Yes, ASTM F1554 is designed specifically for anchor bolts. Engineers are moving towards using this standard as the default anchor bolt specification. &lt;a href=&quot;http://www.portlandbolt.com/technicalinformation/fastener_identification_markings.html&quot;&gt;A449 with a minimum yield of 58-92 ksi (depending on diameter)&lt;/a&gt;, is between grade 55 and grade 105 in strength. So this would need to be taken into consideration when designing foundations. 

I&#039;m aware of Departments of Transportation agencies that are changing standard specifications from A449 to F1554. We see a trend towards F1554 becoming the primary anchor bolt specification of choice.</description>
		<content:encoded><![CDATA[<p>@MIGUEL FRANKLIN: Yes, ASTM F1554 is designed specifically for anchor bolts. Engineers are moving towards using this standard as the default anchor bolt specification. <a href="http://www.portlandbolt.com/technicalinformation/fastener_identification_markings.html">A449 with a minimum yield of 58-92 ksi (depending on diameter)</a>, is between grade 55 and grade 105 in strength. So this would need to be taken into consideration when designing foundations. </p>
<p>I&#8217;m aware of Departments of Transportation agencies that are changing standard specifications from A449 to F1554. We see a trend towards F1554 becoming the primary anchor bolt specification of choice.</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: MIGUEL FRANKLIN</title>
		<link>http://www.portlandbolt.com/faqs/grade-55-steel-properties/comment-page-1#comment-1453</link>
		<dc:creator>MIGUEL FRANKLIN</dc:creator>
		<pubDate>Thu, 10 Jul 2008 17:59:27 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/faqs/?p=62#comment-1453</guid>
		<description>Can ASTM 1554 grade 55 be used as anchor bolts? Could be ASTM 449 Replaced by ASTM 1554?</description>
		<content:encoded><![CDATA[<p>Can ASTM 1554 grade 55 be used as anchor bolts? Could be ASTM 449 Replaced by ASTM 1554?</p>
]]></content:encoded>
	</item>
	<item>
		<title>By: Dane McKinnon</title>
		<link>http://www.portlandbolt.com/faqs/grade-55-steel-properties/comment-page-1#comment-999</link>
		<dc:creator>Dane McKinnon</dc:creator>
		<pubDate>Wed, 04 Jun 2008 19:57:25 +0000</pubDate>
		<guid isPermaLink="false">http://www.portlandbolt.com/faqs/?p=62#comment-999</guid>
		<description>Additionally, the F1554G55 material that Portland Bolt stocks is melted and rolled in such a way that it is capable of passing the Charpy V-Notch impact test that is sometimes specified as a supplementary requirement to the F1554 specification.  The A108/1018CF steel will most likely not pass that test as it is not a fine grain steel.</description>
		<content:encoded><![CDATA[<p>Additionally, the F1554G55 material that Portland Bolt stocks is melted and rolled in such a way that it is capable of passing the Charpy V-Notch impact test that is sometimes specified as a supplementary requirement to the F1554 specification.  The A108/1018CF steel will most likely not pass that test as it is not a fine grain steel.</p>
]]></content:encoded>
	</item>
</channel>
</rss>

