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	<title type="html"><![CDATA[Cervenka Consulting Forums — bars reinforcement definifion]]></title>
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	<updated>2013-04-12T07:50:14Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1619</id>
		<entry>
			<title type="html"><![CDATA[Re: bars reinforcement definifion]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2857#p2857" />
			<content type="html"><![CDATA[<p>For information about reinforcement definition, please read the corresponding User&#039;s Manual, i.e., ATENA 2D User&#039;s if you are using ATENA Engineering 2D, ATENA 3D User&#039;s if you are using ATENA Engineering 3D, or ATENA Science User&#039;s if you work in the ATENA-GiD interface. For background information about the material model and finite elements, see ATENA Theory. </p><p>If you have additional questions, please be as specific as possible while asking.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2013-04-12T07:50:14Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2857#p2857</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: bars reinforcement definifion]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2856#p2856" />
			<content type="html"><![CDATA[<p>I need more info about bars reinforcement definifion.</p><p><a href="http://www.focusbis.com.au/">environmental management system</a></p>]]></content>
			<author>
				<name><![CDATA[Momen63125]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24461</uri>
			</author>
			<updated>2013-04-12T06:23:41Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2856#p2856</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: bars reinforcement definifion]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2827#p2827" />
			<content type="html"><![CDATA[<p>??? </p><p>1. There is no difference based on bar direction (unless you are working with axisymmetry). </p><p>2. It makes no sense to model reinforcement perpendicular to the X-Y plane for plane stress nor plane strain. If you need to correctly capture the confinement effect due to that reinforcement, you need to prepare a 3-dimensional model.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2013-03-13T11:42:39Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2827#p2827</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: bars reinforcement definifion]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2825#p2825" />
			<content type="html"><![CDATA[<p>thank you for the reply,<br />bur in section 3.7 is not detailed, it&#039;s not shown how do we can define the longitudinal bars and tranversals bar under ATENA,<br />I need a answer imediateky please.</p><p>thank you again for your help</p>]]></content>
			<author>
				<name><![CDATA[chami]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24400</uri>
			</author>
			<updated>2013-03-12T17:06:59Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2825#p2825</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: bars reinforcement definifion]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2824#p2824" />
			<content type="html"><![CDATA[<p>Hello, please see section &quot;3.7 Bar-reinforcement&quot; of the ATENA Engneering 2D Tutorial (the document is included in ATENA installation in PDF format and also available for separate download from our web).</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2013-03-12T14:14:40Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2824#p2824</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[bars reinforcement definifion]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=2823#p2823" />
			<content type="html"><![CDATA[<p>Hi thers ,</p><p>I am a beginner in the use of ATENA. I have a question about bars reinforcement in collumns. I don&#039;t know how can I define them. <br />For exemple, if I&#039;ve a collumn with 4 longitudinal bars of diameter 16mm, and transversal bars of diameter 8mm. How can I define these bars on ATENA 2D. </p><p>Thank you in advance for your answers.</p>]]></content>
			<author>
				<name><![CDATA[chami]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24400</uri>
			</author>
			<updated>2013-03-12T13:27:54Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=2823#p2823</id>
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