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	<title type="html"><![CDATA[Cervenka Consulting Forums — embedded reinforcement]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=142&amp;type=atom" />
	<updated>2011-03-15T15:21:07Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=142</id>
		<entry>
			<title type="html"><![CDATA[Re: embedded reinforcement]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=397#p397" />
			<content type="html"><![CDATA[<p>Hello, please follow the ATENA-GiD Tutorial (included in ATENA installation and available for download from the ATENA product page of our web), above all sections 3.2.3 Reinforcement bars and 3.3.3 Reinforcement bars. </p><p>Please note the 1D Reinf. material can only be assigned to lines. If you are defining and using &quot;bond for reinforcement&quot;, please make sure the parameters make sense. </p><p>If you have problems with your model, please send the GiD model along with the problem description and your ATENA user ID (WR) to our support email (cervenka@...). Please check you are using the latest version of ATENA and of the ATENA-GiD interface.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2011-03-15T15:21:07Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=397#p397</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[embedded reinforcement]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=396#p396" />
			<content type="html"><![CDATA[<p>Hello, <br />IÂ´m doing a model to check the differents results between lineal and no linear analysis, but when I do the equilibrium of the section (IÂ´m speaking about a concrete beam with reinforcement), midspan section (IÂ´m apliying a superficial load to achieve a specific bending moment in midspan section) I canÂ´t do it, because it seems that the reinforcement donÂ´t work with the concrete. My propreties of the reinforcement are of the GID data base (1Dreinforcement, choose enbedded)<br />I donÂ´t understand very well what it affect the results of the model, and whow I can use or vary it. Iwant to Know the differences between use it or no, and how to define a reinforcement in a concrete beam with GID interface</p><p>Thanks</p>]]></content>
			<author>
				<name><![CDATA[laura]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=2394</uri>
			</author>
			<updated>2011-03-15T14:59:53Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=396#p396</id>
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