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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Nodal Displacements - RAM Frame</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/170985/nodal-displacements---ram-frame</link><description>Is it possible to return the nodal displacements for a portion of the diaphragm that is not attached to a &amp;quot;frame&amp;quot; element? I&amp;#39;m wanting to look at diaphragm corner displacements for a torsional irregularity check, but my frames (walls in this case) do</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Nodal Displacements - RAM Frame</title><link>https://communities.bentley.com/thread/491918?ContentTypeID=1</link><pubDate>Fri, 16 Nov 2018 16:25:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5f72a454-7d51-4a82-8595-801748540071</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;If the diaphragm is rigid you can get this through process - results - drift at control points. If the diaphragm is semi-rigid you can get nodal displacements for all nodes. Use the report option to &amp;quot;Include Results for all Nodes&amp;quot;. Be aware that report can be long, so exporting out the data to excel or SQLite tables may be preferable.&amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>