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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/"><channel><title>Nitish Kumar Durgesh's Communities Activities</title><link>https://communities.bentley.com/members/867f3b03_2d00_37ca_2d00_472f_2d00_873e_2d00_2c57daf7e6d0</link><description>Recent activity for people in Nitish Kumar Durgesh's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Orientation of the Plate elements extracted from Staad Foundation Advanced</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/246581/orientation-of-the-plate-elements-extracted-from-staad-foundation-advanced</link><pubDate>Fri, 16 Jun 2023 06:28:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a9ebffee-8399-47fa-8a03-12c4972359cd</guid><dc:creator>Nitish Kumar Durgesh</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;is it possible to control the local x axis and y axis orientation of the plate elements extracted from the SFA. Because when staad file is extracted from SFA the Local z orientation is consistent but the x and&amp;nbsp;y are not. when the orientation of the axis is not controlled, it starts&amp;nbsp;creating problem with&amp;nbsp;the shear and moments of the adjacent plates. so de we have any specific solution to that ?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Fri, 16 Jun 2023 02:03:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4d06c24a-aa6c-49a3-85e9-09d95175e26a</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>