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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>Is pressure load is considered in STAAD.Pro for seismic load analysis????</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/158528/is-pressure-load-is-considered-in-staad-pro-for-seismic-load-analysis</link><description>Can anyone explain is pressure load is considered in STAAD.Pro for seismic load analysis???? Because some of my colleagues said that pressure load is not considered in STAAD.Pro for seismic load analysis. But I couldn&amp;#39;t understand is it actually correct</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Is pressure load is considered in STAAD.Pro for seismic load analysis????</title><link>https://communities.bentley.com/thread/472504?ContentTypeID=1</link><pubDate>Tue, 24 Jul 2018 11:25:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:85799551-e24f-4b45-94d4-562fc6b022c4</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;Yes you can apply pressure load. Generally I prefer to use floor load. But floor load and pressure load both can be used. Area load sometimes creates problem. So try to avoid this one for seismic weight.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>