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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>STRESS RESULT OF SOLID BEAM</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186837/stress-result-of-solid-beam</link><description>Hi all, 
 I am trying to interpret the solid result using an example as captured below. I model a simple beam with cross section of 1mx2m, the span is 10m. Theoretically, the max moment at mid point of the beam Mmax = 125kNm, the section modulus of the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: STRESS RESULT OF SOLID BEAM</title><link>https://communities.bentley.com/thread/548694?ContentTypeID=1</link><pubDate>Mon, 14 Oct 2019 15:42:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:50d10e3f-a9cd-4b39-b84c-fe6eff8d769c</guid><dc:creator>Son Nguyen</dc:creator><description>&lt;p&gt;Thank Sye,&amp;nbsp;this is exactly what I expected.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: STRESS RESULT OF SOLID BEAM</title><link>https://communities.bentley.com/thread/548357?ContentTypeID=1</link><pubDate>Sat, 12 Oct 2019 00:29:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:65a3125d-24da-40e1-849f-5c6b0241d987</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Please apply the supports at the&amp;nbsp;center of the beam as opposed to applying those at the bottom.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>