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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>Corey Barber's Activities</title><link>https://communities.bentley.com/members/f95b3f8a_2d00_537d_2d00_4b65_2d00_8be6_2d00_94ce6bb5b52f</link><description>Corey Barber's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Creating DXF from RAM SS</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/128819/creating-dxf-from-ram-ss</link><pubDate>Wed, 23 Nov 2016 17:39:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0ca27723-7ca1-4e7b-a10e-13ef1c1e34bc</guid><dc:creator>Corey Barber</dc:creator><description>&lt;p&gt;Is there a way to export a DXF of a framing plan in RAM SS? Is this through modeler of RAM Steel Beam?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ram SS building height for Auto Seismic load</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/131307/ram-ss-building-height-for-auto-seismic-load</link><pubDate>Thu, 02 Feb 2017 16:47:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:65f21f97-a330-4b21-99cf-2474bd90c0d3</guid><dc:creator>Corey Barber</dc:creator><description>&lt;p&gt;I have a building with a penthouse that I have framed in my model for gravity design, however for lateral&amp;nbsp;I have combined the mass to my main roof level b/c I will design the penthouse lateral using Fp forces. It seems Ram is using my penthouse height in determining Ta and calculating relative Cs values for the EQLF loads.&lt;/p&gt;
&lt;p&gt;Is there a way to control the building height used for the main LFRS??&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Using RAM for Moment and Shear on &amp;quot;Other&amp;quot; material member types</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/128206/using-ram-for-moment-and-shear-on-other-material-member-types</link><pubDate>Tue, 08 Nov 2016 21:38:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:687c09ee-7988-49db-a887-aeff57ed3133</guid><dc:creator>Corey Barber</dc:creator><description>&lt;p&gt;Can RAM SS be used to get the moment and shear demands for beams of &amp;quot;other&amp;quot; material. Beam module is grey until you model a Steel beam and then once you model a steel beam it only gives output for Steel Members. What is the point of having the &amp;quot;other&amp;quot; material??&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>