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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>Nicholas Eggen's Activities</title><link>https://communities.bentley.com/members/1932a304_2d00_b874_2d00_42aa_2d00_a9ac_2d00_14efbd43542f</link><description>Nicholas Eggen's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Conspan 10th points</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/114811/conspan-10th-points</link><pubDate>Wed, 06 Jan 2016 22:24:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b4525470-6cfd-4ce6-b99f-5c16becf0924</guid><dc:creator>Nick Caron</dc:creator><description>&lt;p&gt;From what I understand Conspan calculates 10th point increments from the total precast length and not the bearing to bearing span length. &amp;nbsp;Is there a way to get camber and deflection readouts at the bearing to bearing 10th points? &amp;nbsp;All the DOTs in New England need the bearing to bearing 10th points for camber and deflection tables shown on plans.&lt;/p&gt;
&lt;p&gt;Example: &amp;nbsp;The total precast length is 72.5ft and the bearing to bearing length is 71.0ft, Conspan reports 0.1L as 6.50ft which is 0.1x 72.5&amp;#39; - (72.5&amp;#39; - 71.0&amp;#39; )/2. &amp;nbsp;This is a different 10th point than the clear span tenth point of 71&amp;#39; x 0.1 = 7.10&amp;#39;.&lt;/p&gt;
&lt;p&gt;Thank you for any help you can offer.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>