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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>Paul Goosney's Communities Activities</title><link>https://communities.bentley.com/members/54ba9719_2d00_4fe6_2d00_419c_2d00_82c5_2d00_b39d2e7f3f9f</link><description>Recent activity for people in Paul Goosney's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Continuous Cable with Intermediate Cable Supports</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/119628/continuous-cable-with-intermediate-cable-supports</link><pubDate>Wed, 25 May 2016 18:16:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0cf51872-de46-47a1-b838-13b537d96426</guid><dc:creator>Paul Goosney</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am trying to model a continuous cable with 13 intermediate vertical cable&amp;nbsp;supports as well as 2 horizontal&amp;nbsp;supports at the ends. The results don&amp;#39;t seem to be making sense, as the supports at the end are only showing the initial tension and no extra horizontal load from the applied vertical load.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;there is a similar problem here: &lt;a href="http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/102697"&gt;communities.bentley.com/.../102697&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;but it is not exactly the same.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Any guidance would be much appreciated.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Regards, Paul&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>