<?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>How to model skew bridges?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/238863/how-to-model-skew-bridges</link><description>Hello,there! 
 How to model skew bridges? - LARS | LEAP | OpenBridge | OpenTunnel | RM Forum - LARS | LEAP | OpenBridge | OpenTunnel | RM - Bentley Communities 
 This problem has not been solved yet. Can anyone help me？ 
 Thanks！</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to model skew bridges?</title><link>https://communities.bentley.com/thread/743937?ContentTypeID=1</link><pubDate>Thu, 01 Dec 2022 03:00:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ea780bbe-97ce-43e7-a54a-04233f7a41ee</guid><dc:creator>梁 甫</dc:creator><description>&lt;p&gt;Thanks！This solution is helpful, but troublesome. Hope that this function can be optimized in future software updates.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model skew bridges?</title><link>https://communities.bentley.com/thread/743806?ContentTypeID=1</link><pubDate>Wed, 30 Nov 2022 12:49:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2f81f745-105d-4182-ac7f-1466658b0584</guid><dc:creator>Ana Carla Peres</dc:creator><description>&lt;p&gt;Hi, I&amp;#39;ve been looking at this and it seems the best solution for your case should be:&amp;nbsp;&lt;/p&gt;
&lt;p&gt;1. Define several supports lines for the deck transitions;&lt;/p&gt;
&lt;p&gt;2. Apply one deck between each two consecutive support lines;&lt;/p&gt;
&lt;p&gt;3. Create fictitious alignments for defining the thickness variations;&lt;/p&gt;
&lt;p&gt;4. For each deck use Point Control definition and select the fictitious alignments for the horizontal distances.&lt;/p&gt;
&lt;p&gt;5. For vertical distances use variable constraints.&amp;nbsp;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Let us know if you have any other question.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/62035/now-available---openbridge-modeler-connect-edition-2022-release-1"&gt;communities.bentley.com/.../now-available---openbridge-modeler-connect-edition-2022-release-1&lt;/a&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>