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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>Yashwant Naik's Communities Activities</title><link>https://communities.bentley.com/members/ec4be95a_2d00_985a_2d00_471c_2d00_b914_2d00_c49003d3c07d</link><description>Recent activity for people in Yashwant Naik's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Nodal Displacement and Member displacement and its allowable as per BS5950</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/199675/nodal-displacement-and-member-displacement-and-its-allowable-as-per-bs5950</link><pubDate>Wed, 01 Jul 2020 05:25:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:87bd45f5-575a-4df5-a76f-85f6d561a117</guid><dc:creator>Yashwant Naik</dc:creator><description>&lt;p&gt;I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER.&lt;/p&gt;
&lt;p&gt;Which displacement shall i use for comparing with allowable displacement as per BS5950 code.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>WIND ON PLATE ELEMENT</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/181115/wind-on-plate-element</link><pubDate>Sat, 15 Jun 2019 07:03:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:89181dfe-c6f5-47ec-880d-23b2a7f9763f</guid><dc:creator>Yashwant Naik</dc:creator><description>&lt;p&gt;&lt;span style="color:#0000ff;"&gt;Hello. &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;"&gt;&lt;strong style="background-color:#ffffff;color:#000000;font-family:-apple-system, BlinkMacSystemFont, Helvetica, Arial, &amp;#39;Segoe UI&amp;#39;, sans-serif;font-size:15.4px;font-style:normal;font-weight:bold;letter-spacing:normal;text-align:start;text-indent:0px;text-transform:none;white-space:normal;"&gt;I have STAAD model of structure in which I am using beam and plate element. I am using wind load generator to apply wind on beam and plate. But&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;"&gt;&lt;strong style="background-color:#ffffff;color:#000000;font-family:-apple-system, BlinkMacSystemFont, Helvetica, Arial, &amp;#39;Segoe UI&amp;#39;, sans-serif;font-size:15.4px;font-style:normal;font-weight:bold;letter-spacing:normal;text-align:start;text-indent:0px;text-transform:none;white-space:normal;"&gt;loads on plate is not generated. It is generated only on beams.&amp;nbsp; Advise for how to apply wind load on plate element.&amp;nbsp;&lt;/strong&gt;&lt;/span&gt;&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>Sat, 15 Jun 2019 01:59:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fae7dd9c-11aa-481d-a277-6f5bfb727c31</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>