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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>CONSPAN - Debond / Pull Percent</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/204574/conspan---debond-pull-percent</link><description>Hi, 
 I am designing a bridge with draped strands in a prestressed concrete beam. 
 
 Typically the owner likes to have the bottom strands to 0.75, and they like to have 4 strands in the top stressed to 0.17. 
 When I add in the top row, the default is</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: CONSPAN - Debond / Pull Percent</title><link>https://communities.bentley.com/thread/617874?ContentTypeID=1</link><pubDate>Tue, 03 Nov 2020 06:49:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0d3e153d-c9a7-4924-b07e-1bded5583497</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;You are welcome&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: CONSPAN - Debond / Pull Percent</title><link>https://communities.bentley.com/thread/617673?ContentTypeID=1</link><pubDate>Mon, 02 Nov 2020 08:57:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:986cd792-426a-4769-a84f-893c48dd1348</guid><dc:creator>Seattle Seattle</dc:creator><description>&lt;p&gt;Thanks for the information keep sharing such informative post keep suggesting such post ,&amp;nbsp;Thanks for the update and quick reply &lt;a href="https://www.tellpopeyes.biz/"&gt;TellPopeyes&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: CONSPAN - Debond / Pull Percent</title><link>https://communities.bentley.com/thread/614976?ContentTypeID=1</link><pubDate>Mon, 19 Oct 2020 14:39:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:43ff4adc-9baa-439f-83a5-27814d4e7ec2</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;Please change the Pull % for top and bottom strands in Strand Pattern --&amp;gt; Debond/Pull% --&amp;gt; Pull %&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/pastedimage1603118216731v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;If the program does not retain the changes made in the Debond dialog then follow this procedure mentioned in the below mentioned Bentley Communities link.&lt;/p&gt;
&lt;p&gt;The procedure is not exactly related to above issue but needs to be improvised.&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/16043/options-not-getting-retained-in-the-beam-s-tab-design-parameters"&gt;https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/16043/options-not-getting-retained-in-the-beam-s-tab-design-parameters&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>