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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>Design Parameters &amp;gt; Moment Provisions &amp;gt; Negative Moment Options</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/222946/design-parameters-moment-provisions-negative-moment-options</link><description>Can someone please explain the difference between the options &amp;quot;Include Non-Composite Moments in Mu&amp;quot; (negative moment values just around pier) and &amp;quot;Exclude Non-Composite Moments from Mu&amp;quot; (negative moment values full span lengths) for Negative Moment Reinforced</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Design Parameters &gt; Moment Provisions &gt; Negative Moment Options</title><link>https://communities.bentley.com/thread/685489?ContentTypeID=1</link><pubDate>Fri, 03 Dec 2021 12:53:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ef844c24-b1aa-498c-87e4-d37051ab7af6</guid><dc:creator>Krista Murphy</dc:creator><description>&lt;p&gt;Thanks Vinay.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Design Parameters &gt; Moment Provisions &gt; Negative Moment Options</title><link>https://communities.bentley.com/thread/685491?ContentTypeID=1</link><pubDate>Fri, 03 Dec 2021 12:52:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:709dcf7e-feb5-4003-a09e-fb7718432252</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: Design Parameters &gt; Moment Provisions &gt; Negative Moment Options</title><link>https://communities.bentley.com/thread/685444?ContentTypeID=1</link><pubDate>Fri, 03 Dec 2021 05:43:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:36fe1bfd-6f4e-47de-8543-5f7dd7a7d03c</guid><dc:creator>Vinay mysore</dc:creator><description>&lt;p&gt;Explanation as per the LBC User Manual.&lt;/p&gt;
&lt;p&gt;Negative Moment Reinforced Design :&lt;/p&gt;
&lt;p&gt;Precast/Prestressed Girder can now compute the negative moment reinforced design Moment (Mu), excluding the non-composite moments&lt;br /&gt;as an alternative option. By default, non-composite moments in Mu options will be selected in order to have backward compatibility&lt;br /&gt;with files generated using older versions of the program. Select the Non-Composite Moments in Mu option to exclude the effect of &lt;br /&gt;moment due to self weight of the beam and slab from the total negative moment on the section. When a user chooses to exclude non-composite effects, &lt;br /&gt;Precast/Prestressed Girder also removes the moment due to diaphragms or moments due to dead loads on the precast beam.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;For more information related to Leap Bridge Concrete program please check the wiki articles in the below mentioned Bentley Communities link.&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/2440/leap-conspan-precast-prestressed-girder"&gt;https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/2440/leap-conspan-precast-prestressed-girder&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>