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		<title><![CDATA[Cervenka Consulting Forums — 3D concrete beam]]></title>
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		<description><![CDATA[The most recent posts in 3D concrete beam.]]></description>
		<lastBuildDate>Thu, 29 Nov 2018 14:00:10 +0000</lastBuildDate>
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			<title><![CDATA[Re: 3D concrete beam]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4080#p4080</link>
			<description><![CDATA[<p>Dear samuelhanna93, next time, please do not multiple-post your questions (you already have an answer in your mailbox). <br />For others with a similar problem/question: you can also find a few relevant references if you search this forum for &quot;line monitor&quot;. </p><p>Best regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Thu, 29 Nov 2018 14:00:10 +0000</pubDate>
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			<title><![CDATA[3D concrete beam]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4079#p4079</link>
			<description><![CDATA[<p>I have modeled 3 D model of concrete beam loaded by surface load and supported by line support, the problem is :in post processing, the reaction and the total load appeared as load in node as, how can i integrate these joint loads to a total load or total reaction; in other words how can i know the the total load or total reaction at any step ?</p>]]></description>
			<author><![CDATA[null@example.com (samuelhanna93)]]></author>
			<pubDate>Thu, 29 Nov 2018 10:55:44 +0000</pubDate>
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