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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>STAAD PRO CONNECT - MESHING PLATES</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/198610/staad-pro-connect---meshing-plates</link><description>Hello, 
 How can I change the default settings in both physical and analytical modeling, in order to define the mesh grid size of a plate? 0,3m x 0,3m; 0,2m x 0,2m; etc (e.g.) 
 Thank you. 
 Ignacio</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: STAAD PRO CONNECT - MESHING PLATES</title><link>https://communities.bentley.com/thread/592382?ContentTypeID=1</link><pubDate>Thu, 11 Jun 2020 16:34:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5ac38329-3b0c-436f-a61f-d278a4efe0d5</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;This question has been answered in the following post&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/f/ram-staad-forum/198743/staad-pro---elastic-footing-problem"&gt;https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/198743/staad-pro---elastic-footing-problem&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Also for the benefit of community members, please avoid posting unrelated questions as part of a single thread.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD PRO CONNECT - MESHING PLATES</title><link>https://communities.bentley.com/thread/592377?ContentTypeID=1</link><pubDate>Thu, 11 Jun 2020 16:25:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e7d9833b-afaf-4fbd-a3d3-416a20bd84c3</guid><dc:creator>Ignacio Rojas</dc:creator><description>&lt;p&gt;Hi!&lt;/p&gt;
&lt;p&gt;&lt;span&gt;When running the analysis for a concrete plate supported on elastic supports and a&amp;nbsp;nodal load in the center of it, the following &amp;quot;error&amp;quot; appears:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1591892821330v1.png" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1591892821333v2.png" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Could you help me out?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Thank you in advance,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Ignacio&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD PRO CONNECT - MESHING PLATES</title><link>https://communities.bentley.com/thread/591919?ContentTypeID=1</link><pubDate>Tue, 09 Jun 2020 15:53:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cf335e5e-4285-44f7-973c-d4f108d28f7d</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;In the Analytical Modeler you can change the division of each edge of the plate when creating a plate mesh. In the Physical Modeler the mesh size can be controlled by going to File -&amp;gt; Options -&amp;gt; Analysis Model.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>