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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>Yadheesh Waran's Communities Activities</title><link>https://communities.bentley.com/members/b76ff63c_2d00_b404_2d00_4495_2d00_9ef5_2d00_b8fb2eb43317</link><description>Recent activity for people in Yadheesh Waran's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>What is the reason for designing of column without considering the worst load case even though I add several load combinations?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/241267/what-is-the-reason-for-designing-of-column-without-considering-the-worst-load-case-even-though-i-add-several-load-combinations</link><pubDate>Sat, 04 Feb 2023 06:39:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e2112fe8-15c9-4479-b2a9-a59a45a323d7</guid><dc:creator>Yadheesh Waran</dc:creator><description>&lt;p&gt;In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.&lt;/p&gt;
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&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Screenshot-_2800_24_2900_.png" /&gt;&lt;/p&gt;
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