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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>Krista Murphy's Activities</title><link>https://communities.bentley.com/members/54b7af4a_2d00_1f70_2d00_43e0_2d00_a197_2d00_4e18b7bbcfb8</link><description>Krista Murphy's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>OpenBridge Modeler Abutment Elevations</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/224959/openbridge-modeler-abutment-elevations</link><pubDate>Mon, 24 Jan 2022 19:50:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e16abc3a-12b2-49c4-926d-09ef6b3b09d6</guid><dc:creator>Krista Murphy</dc:creator><description>&lt;p&gt;When I place an abutment template&amp;nbsp;using the elevation constraints the location measures correctly in MicroStation, however the Pier printout does not appear to follow the restrictions I set. This means my pile elevations are also printed incorrectly. What is causing this error and how can I fix it? Thanks!&lt;/p&gt;
&lt;p&gt;Inputs: Pier Elevation Constraints&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/Elevation-Constraints.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;Outputs: Pier Elevations Report:&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/Pier-Elevations-Report.PNG" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><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><pubDate>Thu, 02 Dec 2021 22:10:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:50c7a353-a13a-4bb1-ad74-474e46010407</guid><dc:creator>Krista Murphy</dc:creator><description>&lt;p&gt;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 Design of a prestressed concrete beam? It seems the Mu at the pier is equivalent for both. When would you choose each option?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>GEOPAK Divide Function</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/218818/geopak-divide-function</link><pubDate>Mon, 30 Aug 2021 21:26:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0ab72f38-1ea8-457f-84ca-e1a058038865</guid><dc:creator>Krista Murphy</dc:creator><description>&lt;p&gt;In GEOPAK is there a simple way to divide a complex chain into equal length segments? I have a chain that is comprised of a line segment and curve. I would like to be able to divide the chain similar to dividing a line or curve without doing so segmentally.&lt;/p&gt;
&lt;p&gt;If not, is there a way to divide a complex chain in MicroStation so that I can select the begin and end points on each segment in GEOPAK?&lt;/p&gt;
&lt;p&gt;Thanks in advance.&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>Mon, 30 Aug 2021 02:06:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fc700b7b-c121-4628-9e5e-b1f5ab277b44</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>