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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>My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186540/my-query-is-if-a-beam-segmented-by-plate-mesh-then-should-i-check-deflection-of-each-segment-or-only-count-the-total-beam-for-global-deflection-please-give-me-a-clear-understanding-of-this-issue</link><description>My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.</title><link>https://communities.bentley.com/thread/548762?ContentTypeID=1</link><pubDate>Tue, 15 Oct 2019 04:41:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:058e9ca2-5f40-4f9e-b4ae-02db3d378972</guid><dc:creator>AndrejLogunov</dc:creator><description>&lt;p&gt;Please refer to this wiki:&lt;br /&gt;&lt;br /&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/12300/deflection-check-parameters"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/12300/deflection-check-parameters&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>