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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>RAM SS v15.05 Diaphragm Stiffness Modification Factors</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/139151/ram-ss-v15-05-diaphragm-stiffness-modification-factors</link><description>The newest version of RAM SS 15.05 now has unique stiffness modification factors for each deck direction for materials such as corrugated roof deck. However, I haven&amp;#39;t found diagram, or example explaining what the factors &amp;quot;f11&amp;quot;, &amp;quot;f22&amp;quot;, &amp;quot;f12&amp;quot;, &amp;quot;m11&amp;quot;, </description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM SS v15.05 Diaphragm Stiffness Modification Factors</title><link>https://communities.bentley.com/thread/421477?ContentTypeID=1</link><pubDate>Mon, 31 Jul 2017 15:19:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:39bdfb87-8c2e-452d-8aa6-7ea847d3edf1</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;The RamFrameAnalysis.pdf manual has details on these factors. I&amp;#39;ve included section 6.24 from the version 15.05 manual below, but the formatting is better in the original pdf.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Allen Adams will be presenting another webinar on &amp;quot;Diaphragm&amp;nbsp;Design in Modern Structures&amp;quot; in the fall, so watch the RAM News Feed or our &lt;a href="/products/ram-staad/f/ram-staad-announcements-forum#pi25818=1"&gt;Announcements Forum&lt;/a&gt; for details about that. Here&amp;#39;s a &lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/22571/bentley-success-factors-webinar-a-practical-approach-to-using-the-response-spectra-analysis-method"&gt;link&lt;/a&gt; to the Q&amp;amp;A from his last one.&amp;nbsp;&lt;/p&gt;
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