<?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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>RC Pier (LEAP SubStructure) Live Load Auto Generation Reactions</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/130842/rc-pier-leap-substructure-live-load-auto-generation-reactions</link><description>How does RC Pier (LEAP SubStructure) account for skew when calculating the bearing reactions for the Auto Generated Live Loads. I can replicate the reactions when there is no skew, but I have issues when skew is applied. Any assistance on the matter would</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RC Pier (LEAP SubStructure) Live Load Auto Generation Reactions</title><link>https://communities.bentley.com/thread/401676?ContentTypeID=1</link><pubDate>Fri, 10 Feb 2017 11:27:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0e4cda94-9b8a-4460-a6d9-030637ef39a9</guid><dc:creator>Vinay mysore</dc:creator><description>Please check the Tutorial 1 &amp;amp; 2  hand calculation example .&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>