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		<title><![CDATA[Cervenka Consulting Forums — Extracting Section Forces]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=2128</link>
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		<description><![CDATA[The most recent posts in Extracting Section Forces.]]></description>
		<lastBuildDate>Mon, 09 Sep 2019 15:10:48 +0000</lastBuildDate>
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			<title><![CDATA[Re: Extracting Section Forces]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4355#p4355</link>
			<description><![CDATA[<p>Right, of course. That makes sense. I will try option 1!</p><p>Thanks for your help, I will respond back to this post if it ends up working out for me.</p><p>Josh</p>]]></description>
			<author><![CDATA[null@example.com (joshua.tapia)]]></author>
			<pubDate>Mon, 09 Sep 2019 15:10:48 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4355#p4355</guid>
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			<title><![CDATA[Re: Extracting Section Forces]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4354#p4354</link>
			<description><![CDATA[<p>Dear Josh, <br />1. of course external forces are only where force loading is applied (see also Troubleshooting, 2.1.13 A monitoring point shows no value, the program gives me an error on reading a monitor value). With the MaxMonitor, you can for example follow the average shear Stresses in the plane of your interest, then multiply with the cross section area. <br />That should be quite precise as long as the element sizes do not differ much (and there are no quadratic elements, which use differing weights for each node/ip type). </p><p>2. The Selections can be done in the ATENA Studio Postprocessor (not in Runtime). </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 09 Sep 2019 15:05:34 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4354#p4354</guid>
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		<item>
			<title><![CDATA[Re: Extracting Section Forces]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4353#p4353</link>
			<description><![CDATA[<p>Hello,</p><p>1. I&#039;ve tried using a max monitor (summation) on either side of the end surface, however, I do not receive any output. It seems as though the forces along this plane are not considered an internal or external force. </p><p>2. Do you know if it is possible to select the IPs in GiD? Or is this something that can only be done in the Atena pre-processor?</p><p>Thanks for your time!</p><p>Josh</p>]]></description>
			<author><![CDATA[null@example.com (joshua.tapia)]]></author>
			<pubDate>Mon, 09 Sep 2019 13:59:23 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4353#p4353</guid>
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		<item>
			<title><![CDATA[Re: Extracting Section Forces]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4352#p4352</link>
			<description><![CDATA[<p>Dear Josh, <br />1. have you tried the MaxMonitor - Summation or Average option for one of the end surfaces of each coupling beam? </p><p>2. As far as I remember, I am afraid the Sectional (Cut) values are only displayed and exporting their history is not supported in ATENA Studio. However, you can make a Selection of Intergration Points (IPs) covering kind of a &quot;cut plane&quot;, and define a Monitor (or 2) on this Selection. Apart from the Stress or/and Strain of your interests, I recommend to also output the coordinates of the IPs, such that you can assign weights according to the area (volume) corresponding to each IP later in your spreadsheet. </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 09 Sep 2019 09:20:12 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4352#p4352</guid>
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			<title><![CDATA[Extracting Section Forces]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4349#p4349</link>
			<description><![CDATA[<p>Hello,</p><p>I am modelling a couple stories of a coupled shear wall system. I am restraining one wall, while imposing a displacement on the other wall, resulting in an imposed shear force in the coupling beams.</p><p>My issue is that I cannot seem to find a way to extract the shear force in the coupling beams. I cannot use the reaction force at the imposed displacement as my coupling beams vary in size and I&#039;m interested in the force-rotation response of each coupling beam.</p><p>I have tried to use the output data request feature but I cannot seem to extract nodal force/ sectional forces. I have also not been able to find a monitor that would be able to record the sectional force. I have read the troubleshooting guide (section 2.2.21), however, I cannot find a solution there. </p><p>Any advice?</p><p>Thanks,</p><p>Josh</p>]]></description>
			<author><![CDATA[null@example.com (joshua.tapia)]]></author>
			<pubDate>Fri, 06 Sep 2019 19:54:32 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4349#p4349</guid>
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