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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>Brian Curry's Activities</title><link>https://communities.bentley.com/members/cd5c7a45_2d00_b459_2d00_4484_2d00_becd_2d00_646e3a20337b</link><description>Brian Curry's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Leap Bridge Steel - bearing to bearing length values</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/242696/leap-bridge-steel---bearing-to-bearing-length-values</link><pubDate>Thu, 09 Mar 2023 16:43:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8bc36156-805f-4780-bc62-2759d3b4078a</guid><dc:creator>Brian Curry</dc:creator><description>&lt;p&gt;After exporting information from an OBM file to LBS, I opened the Member Definition box..&amp;nbsp; When i looked at the graphic view of the girder, it did not seem to show or calculate the bearing to bearing length correctly for end spans of continuous units.&amp;nbsp; The values dimensioned along the top flange are correct for the end of girder to CL bearing dimension.&amp;nbsp; The bearing to bearing dimension line does not align with the center support, which and reports an unexpected value.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Span 1&lt;/p&gt;
&lt;p&gt;Supportline&amp;nbsp;to End of girder = 0.417 ft&lt;/p&gt;
&lt;p&gt;End of girder to CL bearing = 0.917 ft&lt;/p&gt;
&lt;p&gt;Expected Value = 125.189 -&amp;nbsp;0.917 = 124.272 ft&lt;/p&gt;
&lt;p&gt;LBS Value = 125.189 - 0.917 + 0.417 = 124.689 ft&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1678377844831v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Span 2&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;Supportline&amp;nbsp;to End of girder = 0.417 ft&lt;/p&gt;
&lt;p&gt;End of girder to CL bearing = 0.917 ft&lt;/p&gt;
&lt;p&gt;Expected Value =&amp;nbsp;167.004 -&amp;nbsp;0.917&lt;span&gt;&amp;nbsp;&lt;/span&gt;=&amp;nbsp;166.087 ft&lt;/p&gt;
&lt;p&gt;LBS Value = 167.004 - 0.917 + 0.417 =&amp;nbsp;166.504 ft&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1678377869681v2.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;These values are imported from OBM.&amp;nbsp; the Help menu does not specifically define the &amp;quot;left/right&amp;quot; overhang values.&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1678377897308v3.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;The location of the centerline of bearing should be at the interface of the &amp;quot;red&amp;quot; and &amp;quot;yellow&amp;quot; webs.&amp;nbsp; Instead of being at the support, the dimensions are shown 0.417&amp;#39; beyond&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1678378632434v4.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;Is there a graphical or calculation discrepancy in the Member Definition dialog box when showing the end span Bearing to Bearing distances in continuous units?&amp;nbsp; Also, since the &amp;quot;Left/Right Overhangs&amp;quot; are not defined in the help contents, can they be added in a future update?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Barrier Alignments with Angle Changes</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/240837/barrier-alignments-with-angle-changes</link><pubDate>Tue, 24 Jan 2023 16:06:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e5046077-4ce1-42af-bf34-25a2dbdfc2f7</guid><dc:creator>Brian Curry</dc:creator><description>&lt;p&gt;I have a multi-span bridge that requires a barrier rail transition&amp;nbsp;to an adjacent span that has a larger deck width than the preceding span.&amp;nbsp; I used the horizontal/complex geometry/complex by PI to draw the alignment for the barrier to follow.&amp;nbsp; I tried to use the alignment to guide the location of the barrier, but it introduced unwanted curves in the barrier, which do not follow my custom alignment.&amp;nbsp; &amp;nbsp;How can I force the barrier to follow my alignment without the curves being present?&amp;nbsp; Please see below.&amp;nbsp; I would like the barrier to follow the red lines shown under the grey barrier lines.&amp;nbsp; The other set of red lines are for another barrier to be placed when this matter is resolved.&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1674576421158v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Tue, 24 Jan 2023 05:41:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:70b8cd85-2b1d-481d-92eb-7feab79006ca</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>