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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>Stephanie Spann's Communities Activities</title><link>https://communities.bentley.com/members/53c8588e_2d00_db1c_2d00_46df_2d00_b7fd_2d00_983777a1561f</link><description>Recent activity for people in Stephanie Spann's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Connection Client Update Fails with Error Forbidden</title><link>https://communities.bentley.com/communities/other_communities/licensing_cloud_and_web_services/f/forum/181825/connection-client-update-fails-with-error-forbidden</link><pubDate>Fri, 28 Jun 2019 18:56:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6f1cc833-5ff7-4906-9af8-1366eca7f538</guid><dc:creator>Jason Rhodes</dc:creator><description>&lt;p&gt;I have tried 4 different machines, and my account seems to be locked out from updating.&amp;nbsp; connection client is not able to check for updates.&amp;nbsp; I get this error when I manually check for updates.&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343368/pastedimage1561748156224v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Deflections of Lateral Steel Beams</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/110039/ram-deflections-of-lateral-steel-beams</link><pubDate>Thu, 20 Aug 2015 15:06:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ede8a1ba-30df-4b02-893e-113e9ccb565b</guid><dc:creator>Stephanie Spann</dc:creator><description>&lt;p&gt;I&amp;#39;m curious what the most efficient method might be for quickly reviewing steel beam deflections for members designated at lateral beams in RAM SS? &amp;nbsp;In the RAM Steel Beam module it is fairly easy to see beam deflections either case by case or by report but I&amp;#39;m not sure how one approaches this with frame beams.&lt;br /&gt;&lt;br /&gt;Thanks in advance!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>