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	<title type="html"><![CDATA[Cervenka Consulting Forums — Monitor for point]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=2335&amp;type=atom" />
	<updated>2023-03-24T13:41:06Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=2335</id>
		<entry>
			<title type="html"><![CDATA[Re: Monitor for point]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=5063#p5063" />
			<content type="html"><![CDATA[<div class="quotebox"><cite>mohamad.ahmad wrote:</cite><blockquote><p>Just creat a point on the location where you want the monitor , then use the option &#039;monitor for the nearest point&#039;<br />You can send us your model to cervenka@cervenka.cz</p><p>Regards,<br />Mohamad</p></blockquote></div><p>Hi, I just want to ask if it is possible to measure the steel strain in the precise location, since the monitor for the nearest IP would measure the concrete strain if I&#039;m not wrong</p>]]></content>
			<author>
				<name><![CDATA[andreluison]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=26089</uri>
			</author>
			<updated>2023-03-24T13:41:06Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=5063#p5063</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: Monitor for point]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=5057#p5057" />
			<content type="html"><![CDATA[<p>Just creat a point on the location where you want the monitor , then use the option &#039;monitor for the nearest point&#039;<br />You can send us your model to cervenka@cervenka.cz</p><p>Regards,<br />Mohamad</p>]]></content>
			<author>
				<name><![CDATA[mohamad.ahmad]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25783</uri>
			</author>
			<updated>2023-02-27T08:07:06Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=5057#p5057</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Monitor for point]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=5056#p5056" />
			<content type="html"><![CDATA[<p>Hi, I was trying to match my 4-point bending model of the beam as the one on a research paper, however, It was not possible for me to monitor the result on a specific point, such as steel strain on the quarter span on a reinforcement and the concrete strain in the middle section of the beam. I believe that the monitor is based on the node from the mesh. what is the best way to obtain the correct measurement for this? I attached the picture of the model below.</p><p><a href="https://drive.google.com/file/d/1GRtg-CBw3hxGxz6B3B48ZRtYFfwcwUFW/view?usp=share_link">https://drive.google.com/file/d/1GRtg-C … share_link</a><br />Regards,<br />Andre</p>]]></content>
			<author>
				<name><![CDATA[andreluison]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=26089</uri>
			</author>
			<updated>2023-02-26T08:15:09Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=5056#p5056</id>
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