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	<title type="html"><![CDATA[Cervenka Consulting Forums — Constant vertical load]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=1750&amp;type=atom" />
	<updated>2014-10-16T13:23:26Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=1750</id>
		<entry>
			<title type="html"><![CDATA[Re: Constant vertical load]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3226#p3226" />
			<content type="html"><![CDATA[<p>Hello, please see ATENA Troubleshooting, 2.2.15 How to model a load combination, e.g., a constant vertical force during horizontal displacement applied until failure? The latest version of the document is available under Products - ATENA - Documentation.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2014-10-16T13:23:26Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3226#p3226</id>
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		<entry>
			<title type="html"><![CDATA[Constant vertical load]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3225#p3225" />
			<content type="html"><![CDATA[<p>Hello,</p><p>I have another question. Is there a way to have a load case for vertical load for example, constant for all the analysis steps and only the horizontal load case to be increasing at every analysis step?<br />I couldn&#039;t find this in the user&#039;s manual for Atena 2D.</p><p>Thank you!</p>]]></content>
			<author>
				<name><![CDATA[eva.partene]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=24915</uri>
			</author>
			<updated>2014-10-16T12:23:43Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3225#p3225</id>
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