<?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>Is there a null node in the drainage utility?</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/227097/is-there-a-null-node-in-the-drainage-utility</link><description>I am trying to add a break in a conduit without adding a full structure. The intent is to have a break in the pipe so I can have a vertical bend but every node type draws in a full structure.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Is there a null node in the drainage utility?</title><link>https://communities.bentley.com/thread/702461?ContentTypeID=1</link><pubDate>Tue, 22 Mar 2022 10:42:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a06bb0fa-3eca-461e-910c-04eee6b409f3</guid><dc:creator>Jonathan Smith</dc:creator><description>&lt;p&gt;I would use a transition in this case. You can set the 3D symbology for the transition so that it&amp;#39;s not noticeable - for example by using a cell that models a small ball - which is what the feature definition for a new conflict node does, so you could use that cell and adjust the scale.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Is there a null node in the drainage utility?</title><link>https://communities.bentley.com/thread/701504?ContentTypeID=1</link><pubDate>Wed, 16 Mar 2022 14:24:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9fe8469e-1eea-4885-b001-e16b0f6d01a4</guid><dc:creator>Karl Dauber</dc:creator><description>&lt;p&gt;Jessica, perhaps a Transition node may help?&amp;nbsp; See link below.&lt;br /&gt;&lt;a href="/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/12703/cross-section-vs-transition-for-modeling-slope-or-size-change"&gt;https://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/12703/cross-section-vs-transition-for-modeling-slope-or-size-change&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Is there a null node in the drainage utility?</title><link>https://communities.bentley.com/thread/701494?ContentTypeID=1</link><pubDate>Wed, 16 Mar 2022 13:57:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9ad1d293-b954-4db0-b578-4d2bb1bf25ad</guid><dc:creator>Steven Litzau</dc:creator><description>&lt;p&gt;Jessica,&lt;/p&gt;
&lt;p&gt;The availability of a null node would depend on the configuration you are using. I don&amp;#39;t believe that either of the Bentley delivered configurations provide this. I do build them into the configurations we develop for our clients. That is usually a simple cross in plan and a sphere in 3D.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Steve&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>