<?xml version="1.0" encoding="UTF-8" ?>
<?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>Rita Kalo's Activities</title><link>https://communities.bentley.com/members/523feaf2_2d00_2c9d_2d00_42b5_2d00_b611_2d00_68f6675bc9e8</link><description>Rita Kalo's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Error re-opening file LEAP Bridge Superstructure</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/202209/error-re-opening-file-leap-bridge-superstructure</link><pubDate>Mon, 24 Aug 2020 21:27:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0bf70957-14ac-48eb-8a5f-759646e5ce2b</guid><dc:creator>Rita Kalo</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;I need to run a flared girder analysis with two different beam types on the same span. I have been able to do this for a while without any issues, but now any new model I make with different beam types will give me an error when I re-open it, and all data and settings I entered into the model are cleared. Any idea how to fix this? I am using V19.02.00.33 due to project requirements, so I can&amp;#39;t upgrade to a newer version to fix the problem. I&amp;#39;ve been able to recreate this issue multiple times, and a colleague had the same issue when trying to open the file.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1598303706414v1.png" alt=" " /&gt;&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, 24 Aug 2020 02:51:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fb1a9c93-149e-4346-bb6b-4755d96b80bf</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Conspan: Hold down force calculation</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/114720/conspan-hold-down-force-calculation</link><pubDate>Mon, 04 Jan 2016 23:06:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f4133673-a32f-44d3-8766-c6c95d2387c3</guid><dc:creator>Donn Digamon</dc:creator><description>&lt;p&gt;Trying to verifying the hold down force calculation in conspan. Using following formula for verification:&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;HDF = 1.05 x # of draped strands x 0.8 x strand strength x strand area x (draped strand rise at end of beam / distance from end of beam to hold down point).&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>