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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>LEAP Bridge Concrete CONBOX Live Load Distribution Factor Manual Input</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/143448/leap-bridge-concrete-conbox-live-load-distribution-factor-manual-input</link><description>Hi, Dear All, 
 I have a quick question on CONBOX live load distribution factor manual input. The bridge model has a tapered deck. So I am trying to enter in the linearly varying live load distribution factor. I wonder if I have to enter the LLDF at 10th</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: LEAP Bridge Concrete CONBOX Live Load Distribution Factor Manual Input</title><link>https://communities.bentley.com/thread/436035?ContentTypeID=1</link><pubDate>Mon, 27 Nov 2017 14:45:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d0b14ae5-6ad6-4cdd-8f78-c1466ced1f9e</guid><dc:creator>Dong Wang</dc:creator><description>&lt;p&gt;Hi, Dear Vinay,&lt;/p&gt;
&lt;p&gt;Thank you so much for the help.  &lt;/p&gt;
&lt;p&gt;Thanks,&lt;/p&gt;
&lt;p&gt;Dong&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: LEAP Bridge Concrete CONBOX Live Load Distribution Factor Manual Input</title><link>https://communities.bentley.com/thread/435700?ContentTypeID=1</link><pubDate>Thu, 23 Nov 2017 09:14:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:64d71d79-9d43-43b7-9f22-e40b5f2aabb9</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;1) If you are&amp;nbsp; inputting the LLDF manually then I would suggest you to input the DF&amp;#39;s at every 10th point to maintain accuracy.&lt;/p&gt;
&lt;p&gt;2) If you are not inputting the LLDF&amp;#39;s manually then Run the analysis and then click on View Analysis and in the Analysis Results window&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&amp;nbsp;&amp;nbsp; select Final --&amp;gt; Truck/Lane --&amp;gt; Design Truck/Tandem&amp;nbsp; and then scroll down and you should be able to see the LLDF&amp;#39;s at very 10th point&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&amp;nbsp; along the span.&lt;/p&gt;
&lt;p&gt;Please see the attached screenshot for more information.&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5930/View-Analysis-_2D00_1.jpg"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/View-Analysis-_2D00_1.jpg" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>