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	<title>Persian Engineering Yard</title>
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	<description>Proffessional Civil Engineering Portal</description>
	<lastBuildDate>Mon, 27 Feb 2012 20:43:41 +0000</lastBuildDate>
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		<title>Login to our website using your social networks account!</title>
		<link>http://pey.ir/archives/203</link>
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		<pubDate>Tue, 07 Feb 2012 21:01:43 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[PEY News]]></category>
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		<description><![CDATA[But how to join us? We have brought most great feature for you, just by simplifying of registration process using social networks! Now, you are not required to fill our registration form, simply clickonone of provided social networks logo on our right sidebar and login using your social networks account to our site, then our [...]]]></description>
			<content:encoded><![CDATA[<p><img class="alignleft  wp-image-204" style="border: 1px solid black;" title="Social" src="http://pey.ir/wp-content/uploads/2012/02/Social-150x126.jpg" alt="" width="91" height="126" />But how to join us? We have brought most great feature for you, just by simplifying  of registration process using social networks!</p>
<p>Now, you are not required to fill our registration form, simply clickon<span id="more-203"></span>one of provided social networks logo on our right sidebar and login using your social networks account to our site, then our website will gather required information automatically and create an account for you similar to your social network account with same username and password!</p>
<p>Even if your username and password for concerned social network account has already saved on your computer, what you have to do for registration is clicking on social network logo.</p>
<p>Currently, we are connected to the following social networks, and it&#8217;s probably will be developed in near future:</p>
<p>Facebook, Twitter, Google, Yahoo, LinkedIn, OpenID, WordPress, Hyves, Paypal, LiveJournal, VKontakte</p>
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		<title>Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate (C 29/C 29M &#8211; 97)</title>
		<link>http://pey.ir/archives/194</link>
		<comments>http://pey.ir/archives/194#comments</comments>
		<pubDate>Tue, 07 Feb 2012 19:52:53 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[Volume 04]]></category>
		<category><![CDATA[ASTM]]></category>
		<category><![CDATA[Codes]]></category>
		<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Standards]]></category>

		<guid isPermaLink="false">http://pey.ir/?p=194</guid>
		<description><![CDATA[1.1 This test method covers the determination of bulk density (“unit weight”) of aggregate in a compacted or loose condition, and calculated voids between particles in fine, coarse, or mixed aggregatesbasedon the same determination. This test method is applicable to aggregates not exceeding 5 in. [125 mm] in nominal maximum size. NOTE 1—Unit weight is [...]]]></description>
			<content:encoded><![CDATA[<p><strong></strong><img class="alignleft size-full wp-image-198" title="ASTM" src="http://pey.ir/wp-content/uploads/2012/02/ASTM.jpg" alt="" width="97" height="128" />1.1 This test method covers the determination of bulk density (“unit weight”) of aggregate in a compacted or loose condition, and calculated voids between particles in fine, coarse, or mixed aggregatesbased<span id="more-194"></span>on the same determination. This test method is applicable to aggregates not exceeding 5 in. [125 mm] in nominal maximum size.<br />
NOTE 1—Unit weight is the traditional terminology used to describe the property determined by this test method, which  is weight per unit volume (more correctly, mass per unit volume or density).</p>
<p>1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard, as appropriate for a specification with which this test method is used. An exception is with regard to sieve sizes and nominal size of aggregate, in which the SI values are the standard as stated in Specification E 11. Within the text, SI units are shown in  brackets. The values stated in each system may not be exact equivalents; therefore each system must be used independently of the other, without combining values in any way.<br />
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.</p>
<p><a href="http://pey.ir/wp-content/uploads/2012/02/C29C29M.pdf">Download ASTM C 29/C 29M &#8211; 97</a> to read more</p>
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		<item>
		<title>Specifications for Tolerances for Concrete Construction and Materials and Commentary (ACI 117-06)</title>
		<link>http://pey.ir/archives/149</link>
		<comments>http://pey.ir/archives/149#comments</comments>
		<pubDate>Sat, 28 Jan 2012 11:31:56 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[ACI]]></category>
		<category><![CDATA[Codes]]></category>
		<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Standards]]></category>

		<guid isPermaLink="false">http://pey.ir/?p=149</guid>
		<description><![CDATA[Specification synopsis: This specification provides standard tolerances for concrete construction. This document is intended to be used by specification writers and ACI committees writing standards asthereference document for establishing tolerances for concrete construction. Commentary synopsis: This report is a commentary on the Specifications for Tolerances for Concrete Construction and Materials (ACI 117). It is intended [...]]]></description>
			<content:encoded><![CDATA[<p style="text-align: left;"><em><img class="alignleft size-full wp-image-144" title="aci-cover" src="http://pey.ir/wp-content/uploads/2012/01/aci-cover.jpg" alt="" width="97" height="127" />Specification synopsis: This specification provides standard tolerances for concrete construction. This document is intended to be used by specification writers and ACI committees writing standards asthe<span id="more-149"></span>reference document for establishing tolerances for concrete construction.</em><br />
Commentary synopsis: This report is a commentary on the Specifications for Tolerances for Concrete Construction and Materials (ACI 117). It is intended to be used with ACI 117 for clarity of interpretation and insight into the intent of the committee regarding the application of the tolerances set forth therein.<br />
Keywords: construction; concrete; drilled piers; formwork; foundation; masonry; mass concrete; pier; precast concrete; prestressed concrete; reinforced concrete; reinforcement; specification; splice; tolerances.<br />
Note to Specifier: This Specification is incorporated by reference in the Project Specification using the wording in P3 of the Preface and including information from the Mandatory Requirements and Optional Requirements following the Specification.</p>
<p style="text-align: left;"><strong>PREFACE</strong><br />
<strong>P1.</strong> ACI Specification 117 is intended to be used by reference or incorporation in its entirety in the Project Specification. Do<br />
not copy individual Parts, Sections, Articles, or Paragraphs into the Project Specification because taking them out of context<br />
may change their meaning.<br />
<strong>P2.</strong> If Sections or Parts of ACI Specification 117 are copied into the Project Specification or any other document, do not refer<br />
to them as an ACI Specification because the specification has been altered.<br />
<strong>P3.</strong> A statement such as the following will serve to make ACI Specification 117 a part of the Project Specification: “Work on<br />
(Project Title) shall conform to all requirements of ACI 117-06 published by the American Concrete Institute, Farmington<br />
Hills, Michigan, except as modified by these Contract Documents.”<br />
<strong>P4.</strong> The language in each technical Section of ACI Specification 117 is imperative and terse.</p>
<p style="text-align: left;"><a href="http://pey.ir/wp-content/uploads/2012/01/117_06.pdf">Download ACI 117-06</a> to read more</p>
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		<title>Preparation of Notation for Concrete (ACI 104-71)</title>
		<link>http://pey.ir/archives/142</link>
		<comments>http://pey.ir/archives/142#comments</comments>
		<pubDate>Fri, 27 Jan 2012 22:00:50 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[ACI]]></category>
		<category><![CDATA[Concrete]]></category>

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		<description><![CDATA[ACI Standard Preparation of Notation for Concrete (ACI 104-71) (Revised 1982) Reapproved 1997 Reported by ACI Committee 104 * Indicates how symbols shall be selected to represent quantities or terms.Principalsymbols are upper and lower case Roman letters and Greek lower case letters. Roman lower case letters are used as subscripts and Greek upper case letters [...]]]></description>
			<content:encoded><![CDATA[<p><a href="http://pey.ir/wp-content/uploads/2012/01/aci-cover.jpg"><img class="alignleft size-full wp-image-144" title="aci-cover" src="http://pey.ir/wp-content/uploads/2012/01/aci-cover.jpg" alt="" width="97" height="127" /></a>ACI Standard<br />
Preparation of Notation for Concrete (ACI 104-71)<br />
(Revised 1982) Reapproved 1997<br />
Reported by ACI Committee 104 *</p>
<p>Indicates how symbols shall be selected to represent quantities or terms.Principal<span id="more-142"></span>symbols are upper and lower case Roman letters and Greek lower case letters. Roman lower case letters are used as subscripts and Greek upper case letters are reserved for mathematics.<br />
Keywords: coding; concretes; definitions; nomenclature; notation; prestressed concrete; reinforced concrete; structural analysis; structural design; symbols; terminology.<br />
PREPARATION OF NOTATION:</p>
<p>Scope:<br />
All symbols used in defining any aspect of concrete construction shall be prepared using the guide outlined in Table 1.</p>
<p>Construction of symbols:<br />
The preparation of a symbol to represent a given quantity shall be conducted in the following manner.<br />
(a) The leading or main letter of the symbol shall be selected from Table 1 based on &#8230;..</p>
<p><a href="http://pey.ir/wp-content/uploads/2012/01/104-71.pdf">Download ACI 104-71</a> (Preparation of Notation for Concrete) to read more</p>
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		<title>The Finite Element Method, Sixth edition, Zienkiewicz &amp; Taylor</title>
		<link>http://pey.ir/archives/87</link>
		<comments>http://pey.ir/archives/87#comments</comments>
		<pubDate>Mon, 23 Jan 2012 19:26:45 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[Finite Element Method]]></category>

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		<description><![CDATA[Volume 1: The Finite Element Method for Solid and Structural Mechanics Volume 2: The Finite Element Method: Its Basis and Fundamentals Volume 3: The Finite Element Method for Fluid Dynamics Sixthedition O.C.Zienkiewicz, CBE, FRS UNESCO Professor of Numerical Methods in Engineering International Centre for Numerical Methods in Engineering, Barcelona Previously Director of the Institute for [...]]]></description>
			<content:encoded><![CDATA[<p><img class="alignleft  wp-image-136" style="border: 1px solid black;" title="The Finite Element Method" src="http://pey.ir/wp-content/uploads/2012/01/FEM2.jpg" alt="" width="91" height="131" />Volume 1: The Finite Element Method for Solid and Structural Mechanics</p>
<p>Volume 2: The Finite Element Method: Its Basis and Fundamentals</p>
<p>Volume 3: The Finite Element Method for Fluid Dynamics</p>
<p>Sixthedition<br />
O.C.<span id="more-87"></span>Zienkiewicz, CBE, FRS<br />
UNESCO Professor of Numerical Methods in Engineering<br />
International Centre for Numerical Methods in Engineering, Barcelona<br />
Previously Director of the Institute for Numerical Methods in Engineering<br />
University of Wales Swansea<br />
R.L. Taylor<br />
Professor in the Graduate School<br />
Department of Civil and Environmental Engineering<br />
University of California at Berkeley<br />
Berkeley, California</p>
<p>Butterworth-Heinemann is an imprint of Elsevier<br />
Linacre House, Jordan Hill, Oxford OX2 8DP, UK<br />
30 Corporate Drive, Suite 400, Burlington, MA 01803, USA<br />
First edition published in 1967 by McGraw-Hill<br />
Fifth edition published by Butterworth-Heinemann 2000<br />
Reprinted 2002<br />
Sixth edition 2005<br />
Reprinted 2006 (twice)<br />
Copyright </p>
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		<title>Coming Soon</title>
		<link>http://pey.ir/archives/40</link>
		<comments>http://pey.ir/archives/40#comments</comments>
		<pubDate>Sat, 21 Jan 2012 00:34:46 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[PEY News]]></category>

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		<description><![CDATA[We are coming soon with huge amount of useful information, lectures, books and much more regarding civil engineering specially hydraulic structures.]]></description>
			<content:encoded><![CDATA[<p>We are coming soon with huge amount of useful information, lectures, books and much more regarding civil engineering specially hydraulic structures.</p>
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		<title>What do you need?</title>
		<link>http://pey.ir/archives/32</link>
		<comments>http://pey.ir/archives/32#comments</comments>
		<pubDate>Sat, 21 Jan 2012 00:06:34 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[PEY News]]></category>

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		<description><![CDATA[We will provide all of your necessities about civil engineering, so why you are waiting join us right now. Don&#8217;t delay or postpone to the next time!]]></description>
			<content:encoded><![CDATA[<p>We will provide all of your necessities about civil engineering, so why you are waiting join us right now. Don&#8217;t delay or postpone to the next time!</p>
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		<title>Don&#8217;t pay for your requirements!</title>
		<link>http://pey.ir/archives/8</link>
		<comments>http://pey.ir/archives/8#comments</comments>
		<pubDate>Mon, 24 Oct 2011 15:09:07 +0000</pubDate>
		<dc:creator>Admin</dc:creator>
				<category><![CDATA[PEY News]]></category>

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		<description><![CDATA[You need to download some valuable books, lectures or articles? Do you need download international standards? Why do you want to pay? We will provide all for free!]]></description>
			<content:encoded><![CDATA[<p>You need to download some valuable books, lectures or articles? Do you need download international standards? Why do you want to pay? We will provide all for free!</p>
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