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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>RC PIER END BENT DESIGN LOADING</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/201874/rc-pier-end-bent-design-loading</link><description>Good morning, 
 
 Right now I&amp;#39;m developing an analysis for an end bent and I was concerned about if just with the inputs of the geometry for the back wall would automatically be considered as a self-weight loading or do I need to include it&amp;#39;s reaction</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RC PIER END BENT DESIGN LOADING</title><link>https://communities.bentley.com/thread/605014?ContentTypeID=1</link><pubDate>Thu, 20 Aug 2020 10:26:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a902be7f-66e2-4230-a6b4-3b777ddde910</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;When the user tries to generate the load then there is an option to check or uncheck &amp;quot;include backwall&amp;quot; load .&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1597919246497v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>