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	<title type="html"><![CDATA[Cervenka Consulting Forums — temperature load in ATENA 2D]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=1999&amp;type=atom" />
	<updated>2018-02-27T04:51:08Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1999</id>
		<entry>
			<title type="html"><![CDATA[Re: temperature load in ATENA 2D]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3923#p3923" />
			<content type="html"><![CDATA[<p>Thank you so much.</p>]]></content>
			<author>
				<name><![CDATA[Bikip]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25296</uri>
			</author>
			<updated>2018-02-27T04:51:08Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3923#p3923</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: temperature load in ATENA 2D]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3922#p3922" />
			<content type="html"><![CDATA[<p>Dear Bikip,<br />1. the 1D bars only have axial stiffness and there is no way to represent lateral expansion = only expansion in axial direction can be considered. </p><p>2. Please see the ATENA Engineering 2D User&#039;s Manual, 4.6.8 Temperature. The document is included in ATENA installation and also available for separate download from our web (Products - ATENA - Documentation).</p><p>3. If you seek advice on modelling a particular setup, you can follow ATENA Troubleshooting, 2.1.1 to send us more information such that we can recommend a way. </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2018-02-26T15:18:57Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3922#p3922</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[temperature load in ATENA 2D]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3921#p3921" />
			<content type="html"><![CDATA[<p>Dear dpryl, <br />I have a question: Can I apply the temperature load to bar reinforcement embedded in concrete in ATENA 2D ?&nbsp; and<br /> Is it its expansion of volumn to generate tension stress in concrete around? <br />Thank you so much.</p>]]></content>
			<author>
				<name><![CDATA[Bikip]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25296</uri>
			</author>
			<updated>2018-02-24T16:28:35Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3921#p3921</id>
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