<?xml version="1.0" encoding="UTF-8" ?>
<?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>plate vs solid element</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/132606/plate-vs-solid-element</link><description>hello i have a question, 
 
 i have seen that for plate elements, we have that the dimension should be greater than 10t and for solid elements that is should be less than 10t. 
 
 
 does that include the mesh size or is it the structure itself?? let us</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: plate vs solid element</title><link>https://communities.bentley.com/thread/404840?ContentTypeID=1</link><pubDate>Tue, 07 Mar 2017 23:56:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8600dd39-1bbc-40e1-ab4a-0c268f7d7bdc</guid><dc:creator>William Robinson</dc:creator><description>Thank you very much for your help&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: plate vs solid element</title><link>https://communities.bentley.com/thread/404839?ContentTypeID=1</link><pubDate>Tue, 07 Mar 2017 23:51:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:288b4190-1aeb-406d-a4d7-07d7fe1e7059</guid><dc:creator>Sye</dc:creator><description>Just for the records, here is a wiki on the same topic&lt;br /&gt;
&lt;br /&gt;
&lt;a href="http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/2045.staad-pro-plates-and-solid-elements-faq#FAQ12"&gt;communities.bentley.com/.../2045.staad-pro-plates-and-solid-elements-faq&lt;/a&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: plate vs solid element</title><link>https://communities.bentley.com/thread/404838?ContentTypeID=1</link><pubDate>Tue, 07 Mar 2017 23:48:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dc20fbeb-3667-42d1-86ad-ea54ce6416e1</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;You should use the overall dimension of structure as opposed to using the length of each element. So if your plan dimension is 20mx20m the least plan dimension is 20m. If the thickness is 1 m then least plan dimension/thickness &amp;nbsp;= 20/1 =20 &amp;gt; 10 and so you may go with plates.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>