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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>Evan Jones's Activities</title><link>https://communities.bentley.com/members/f5633886_2d00_0933_2d00_4825_2d00_9d9e_2d00_63a42d7f87f9</link><description>Evan Jones's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>LEAP Bridge Concrete files will not open after saving and coming back.</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/145681/leap-bridge-concrete-files-will-not-open-after-saving-and-coming-back</link><pubDate>Mon, 15 Jan 2018 20:42:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5e569e4a-43eb-411e-b5d3-ebf127a5c6f4</guid><dc:creator>Evan Jones</dc:creator><description>&lt;p&gt;We&amp;#39;ve run into an issue where files created in the Precast/Prestressed Girder module in LEAP Bridge Concrete sometimes are not able to be opened after we save and come back to our work. We attempt to open the file and it will begin to load, then it stops and nothing happens.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Is this a known issue? Are we perhaps saving wrong?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Evan Jones&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>LEAP CONSPAN - Relaxation Losses</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/139556/leap-conspan---relaxation-losses</link><pubDate>Wed, 09 Aug 2017 18:56:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dc19c9fb-f1ad-49d5-9c9d-5a2de6b157e3</guid><dc:creator>Evan Jones</dc:creator><description>&lt;p&gt;CONSPAN&amp;#39;s process for determining relaxation losses, described&amp;nbsp;in the FAQ below, appears&amp;nbsp;to use tendon stress immediately prior to transfer&amp;nbsp;instead of stress immediately after transfer (accounting for elastic shortening losses). Is there any reason for this?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;FAQ:&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/24900/losses-relaxation-of-prestressing-strands"&gt;https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/24900/losses-relaxation-of-prestressing-strands&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;~Evan&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>Wed, 09 Aug 2017 01:41:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b9d311b2-cdde-4d1a-a8c5-17cb9be1a8bc</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>