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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/"><channel><title>Cooper Lisa's Activities</title><link>https://communities.bentley.com/members/247404a5_2d00_e9b0_2d00_4193_2d00_be42_2d00_dfa99fde818c</link><description>Cooper Lisa's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Civil Labeler Masked Background</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/235485/civil-labeler-masked-background</link><pubDate>Tue, 13 Sep 2022 14:45:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3d159ae0-d60a-4e75-b960-8bfab47d08b3</guid><dc:creator>David Marion</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Is there a way to create a background mask behind field text using the Civil Labeler?&lt;/p&gt;
&lt;p&gt;Even with an appropriate text style with a background, the background does not apply to field text.&lt;/p&gt;
&lt;p&gt;In fact it doesn&amp;#39;t apply to field text in standard Microstation cel either.&lt;/p&gt;
&lt;p&gt;What would be the appropriate way to&amp;nbsp;apply a background mask to a field text?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you very much.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Lane Load Details Window Worst Roadway</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/235935/lane-load-details-window-worst-roadway</link><pubDate>Wed, 21 Sep 2022 13:35:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:179e3777-95fb-4f60-912e-ebf442a53006</guid><dc:creator>Alex Spieler</dc:creator><description>&lt;p&gt;I&amp;nbsp;am using a floating lane layout on a simple span 5 steel girder bridge.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Once I run the analysis I want to verify that all Roadways are being considered.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1663767058598v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am using the &amp;quot;Lane Load Details&amp;quot; window to check this. However, when selecting the &amp;quot;Mz positive&amp;quot; Influence Surface Group, it shows that Roadway 1 is the worst Roadway for all of my girders. I am finding this confusing as I was expecting different roadways to cause the maximum moments in different beams. Namely, how are both exterior girders seeing the maximum moment from the same Roadway: Roadway 1 which is a truck shifted all the way to one side of the bridge (as seen in the images below)?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1663767300870v2.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1663767349068v3.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Let me Help You</title><link>https://communities.bentley.com/achievements/687f4b6d-e18a-4e55-836c-49926ca2c9d9</link><pubDate>Sun, 24 Jul 2022 23:06:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4483b2d7-355e-4b9c-b586-6486ddb18678</guid><dc:creator /><description>Answer a question that is verified as helpful or correct.</description></item><item><title>Does LBS check wind Loading during Construction stages?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/232390/does-lbs-check-wind-loading-during-construction-stages</link><pubDate>Fri, 08 Jul 2022 20:52:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:502149cd-6164-4ffe-ba35-2f228d9cbf8d</guid><dc:creator>Tewodros Wolde</dc:creator><description>&lt;p&gt;I am just wondering if LBS checks wind loading during construction stages per AASHTO &amp;quot;Guide Specification For Wind Loads On Bridges During Construction&amp;quot; 1st edition, 2017.&lt;/p&gt;
&lt;p&gt;If not what will be the work around to include the wind loads for construction in the model?&lt;/p&gt;
&lt;p&gt;Thank you,&lt;/p&gt;
&lt;p&gt;Tewodros&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>LEAP Steel - support vertical displacement</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/231947/leap-steel---support-vertical-displacement</link><pubDate>Wed, 29 Jun 2022 17:03:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:245dbef3-8713-4756-99b3-d4c7a3a4d468</guid><dc:creator>Rohan Naik</dc:creator><description>&lt;p&gt;I have a quick question regarding LEAP steel in the open bridge designer suite.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Do you know If I can see the change in reactions at other supports due to the vertical displacement of one support? Do you think I can simulate that in LEAP Steel?&lt;/p&gt;
&lt;p&gt;(This condition is just in the presence of a Dead load and no Live loads)&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>