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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</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/185873/staad-pro</link><description>When we use gust factor method and force coefficient method for any Structure as per IS 875 PART 3 ?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: STAAD pro</title><link>https://communities.bentley.com/thread/545143?ContentTypeID=1</link><pubDate>Mon, 23 Sep 2019 06:29:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:92299402-6251-48f9-9f8c-d527634472d5</guid><dc:creator>RS1818</dc:creator><description>&lt;p&gt;Thank you sir for your kind reply&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD pro</title><link>https://communities.bentley.com/thread/545129?ContentTypeID=1</link><pubDate>Mon, 23 Sep 2019 05:35:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:166de8ec-b886-4123-9dcf-e6f2167be09e</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;It is already documented in the code. Please see the attached screenshot.&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1569217096240v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD pro</title><link>https://communities.bentley.com/thread/545076?ContentTypeID=1</link><pubDate>Sun, 22 Sep 2019 18:26:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e274dacd-ea7d-4c21-b195-9b13f140a5df</guid><dc:creator>RS1818</dc:creator><description>&lt;p&gt;Thank you for your reply sir but how can we decide the static and dynamic response of any Structure ?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STAAD pro</title><link>https://communities.bentley.com/thread/545074?ContentTypeID=1</link><pubDate>Sun, 22 Sep 2019 18:13:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d5ec9590-039c-4f90-98aa-cdcbc3a5a5c5</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;Gust factor is used when consider the dynamic response of the structure.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>