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		<title><![CDATA[Cervenka Consulting Forums — embedded reinforcement]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=142</link>
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		<description><![CDATA[The most recent posts in embedded reinforcement.]]></description>
		<lastBuildDate>Tue, 15 Mar 2011 15:21:07 +0000</lastBuildDate>
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			<title><![CDATA[Re: embedded reinforcement]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=397#p397</link>
			<description><![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>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Tue, 15 Mar 2011 15:21:07 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=397#p397</guid>
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			<title><![CDATA[embedded reinforcement]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=396#p396</link>
			<description><![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>]]></description>
			<author><![CDATA[null@example.com (laura)]]></author>
			<pubDate>Tue, 15 Mar 2011 14:59:53 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=396#p396</guid>
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