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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>Error- wall has free-standing end</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/148345/error--wall-has-free-standing-end</link><description>I have a few concrete shear walls that continue to give me &amp;quot;free-standing&amp;quot; end Error, 
 Is there some property I need to give a wall that extends past a diaphragm? 
 Or a specific connection between wall and diaphragm that I have not identified? 
 Or</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Error- wall has free-standing end</title><link>https://communities.bentley.com/thread/729742?ContentTypeID=1</link><pubDate>Fri, 02 Sep 2022 15:03:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8b3223fe-963a-4cf4-ae30-bc74cd8a2549</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Yes, pull the wall back a tiny bit and span the gap with a gravity beam, It&amp;#39;s going to have very little load on it, so the beam could be anything; steel, other, etc.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Error- wall has free-standing end</title><link>https://communities.bentley.com/thread/729740?ContentTypeID=1</link><pubDate>Fri, 02 Sep 2022 14:58:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:905bfcbd-b549-4dd0-afab-587faea3c56d</guid><dc:creator>Jason McCool</dc:creator><description>&lt;p&gt;I&amp;#39;m getting the same freestanding wall error on a project where I&amp;#39;m trying to model mezzanine beams bearing on steel perimeter framing on one end and a gravity wall on the other (technically CMU, but that&amp;#39;s not an option in RSS). RSS doesn&amp;#39;t like the wall extending to the orthogonal perimeter beam, but then if I pull it back to not intersect that beam, I get the freestanding wall error. This is a 1-way deck. So if I&amp;#39;m understanding correctly, the solution is to shorten the wall back from orthogonal beam slightly (like a foot) and then run a beam parallel to the wall from the end of the wall to the real beam. And I could just make that fake beam some small odd size so I can ignore/deduct that from my takeoff. Is that the intended method?&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1662128244560v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Error- wall has free-standing end</title><link>https://communities.bentley.com/thread/451618?ContentTypeID=1</link><pubDate>Fri, 16 Mar 2018 17:37:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6dd5d838-f2e4-4139-aa39-645649cce82c</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;If that&amp;rsquo;s a one-way deck you need beams along the slab edge, and framed to the end of any interior wall. See this for more:&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4552/ram-ss-common-framing-table-errors-tn"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/4552/ram-ss-common-framing-table-errors-tn&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;You can ignore framing related errors if the deck is all two-way.&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/3262/ramss-two-way-decks-tn"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3262/ramss-two-way-decks-tn&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>