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	<title type="html"><![CDATA[Cervenka Consulting Forums — Extracting Section Forces]]></title>
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	<updated>2019-09-09T15:10:48Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=2128</id>
		<entry>
			<title type="html"><![CDATA[Re: Extracting Section Forces]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4355#p4355" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[joshua.tapia]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25640</uri>
			</author>
			<updated>2019-09-09T15:10:48Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4355#p4355</id>
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		<entry>
			<title type="html"><![CDATA[Re: Extracting Section Forces]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4354#p4354" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2019-09-09T15:05:34Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4354#p4354</id>
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		<entry>
			<title type="html"><![CDATA[Re: Extracting Section Forces]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4353#p4353" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[joshua.tapia]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25640</uri>
			</author>
			<updated>2019-09-09T13:59:23Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4353#p4353</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: Extracting Section Forces]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4352#p4352" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2019-09-09T09:20:12Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4352#p4352</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Extracting Section Forces]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4349#p4349" />
			<content type="html"><![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>]]></content>
			<author>
				<name><![CDATA[joshua.tapia]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25640</uri>
			</author>
			<updated>2019-09-06T19:54:32Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4349#p4349</id>
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