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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>Mike Cardellini's Activities</title><link>https://communities.bentley.com/members/a03f76a3_2d00_4912_2d00_4923_2d00_9ec2_2d00_a51c4f1f3cea</link><description>Mike Cardellini's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Technical Support via Phone?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/198885/technical-support-via-phone</link><pubDate>Mon, 15 Jun 2020 18:45:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0898c2ce-e85c-4e04-b4a6-a7f63c0f58fd</guid><dc:creator>Mike Cardellini</dc:creator><description>&lt;p&gt;Hi!&lt;/p&gt;
&lt;p&gt;I&amp;#39;m a plan reviewer with the city of San Jose.&amp;nbsp; I&amp;#39;m reviewing a new hockey arena and I have some questions about how RAM processes automated ELF procedures and seismic drifts for structures that have collector columns.&amp;nbsp; It&amp;#39;s a BRB building, but thin strips of diaphragm around the arena are supported laterally by columns which span between the ground floor and the roof.&amp;nbsp; Is there a phone number I can call to discuss this with someone?&lt;/p&gt;
&lt;p&gt;Thank You,&lt;/p&gt;
&lt;p&gt;Mike&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Mon, 15 Jun 2020 00:19:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b7344eb5-72ae-4f43-abec-6fa54d2ba656</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>