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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>jluko's Activities</title><link>https://communities.bentley.com/members/jluko</link><description>jluko's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>InRoads Placing sheet cell when generating cross-sections on the wrong level.</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/93856/inroads-placing-sheet-cell-when-generating-cross-sections-on-the-wrong-level</link><pubDate>Mon, 13 Jan 2014 16:12:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bc4824e1-19c4-406f-9886-6a936e7f7c6c</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;InRoads V08.11.07.615 SS2&lt;/p&gt;
&lt;p&gt;For some reason when inroads places the sheet cell for&amp;nbsp;cross sections, all of the levels of the cell come in on Level 0. This impacts the plotting since batch plot (or plot organizer) is looking for the shape on level NPSB_P. The workaround is to replace the cells globally and the level is set correct. I have no idea why this is happening. When you place the cell manually the levels are set correctly. Any thoughts????&lt;/p&gt;
&lt;p&gt;Thx in advance.......Joe&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Strange Component results in Cross-Sections</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/107628/strange-component-results-in-cross-sections</link><pubDate>Tue, 02 Jun 2015 19:38:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:89f4c7b1-6cf7-41c0-b90a-bdd2c0b65e9b</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5922/Capture-to-Bentley.PNG"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5922/Capture-to-Bentley.PNG" alt=" " /&gt;&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;InRoads SS2, Microstation SS3,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;I have a component&lt;span style="font-family:Arial;"&gt; that is wall section. the component is set for exclude from triangulation and is a closed shape. I have a end condition on the inside of the wall that is just a straight down fill. I want the bottom of wall to extend 2 feet beyond the OG touchdown. The area is all fill and needs to avoid some constraints such as wetlands...etc.. Everything in the Template Library and Roadway Designer looks great, except when I cut sections. Below is screen capture. the component was originally imported from Microstation, that didn&amp;#39;t work so I recreated it the old fashion way. The component is fully constrained. The green line is the Fill end condition offset .001&amp;#39; to make a vertical face.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;&lt;span style="font-family:Arial;"&gt;&lt;img alt=" " /&gt;&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;Thanks, Joe&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Barriers That do not triangulate - InRoads SS2</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/107161/barriers-that-do-not-triangulate---inroads-ss2</link><pubDate>Fri, 15 May 2015 11:41:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8cd4f3d0-6b85-4ac3-9e98-b72a8e7a7d29</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;&lt;span style="font-family:georgia,palatino;font-size:inherit;"&gt;I am looking for the settings for a component such as a Barrier that will not triangulate, will not show up in plan view. I only want the component to display in my cross-sections. Perhaps no style assigned?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:georgia,palatino;font-size:inherit;"&gt;&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:georgia,palatino;font-size:inherit;"&gt;Thanks, Joe&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>InRoads SS2 - Project Options Preferences</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/106684/inroads-ss2---project-options-preferences</link><pubDate>Tue, 28 Apr 2015 12:41:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fd1b427a-0c0f-43ed-ad59-e476d2937911</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;Ok, it&amp;#39;s has been awhile since I have posted anything here. I am back employed after 13 months so I am getting the rust off my InRoads knowledge. &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;I am trying to make my Geometries to be Read-Only thru the Project Options area. Under the preferences I have only one saved and has the settings to be read-only. Only when I load&amp;nbsp;the .rwk file,&amp;nbsp;(not thru PW, we don&amp;#39;t have it) the .alg file and all alignments become Read-Write.&amp;nbsp;How is this happening? Is there a default setting somewhere?&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;Thanks in advance&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:times new roman,times;font-size:150%;"&gt;Joe&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Cross-Sections with reference file border - InRoads V8i SS2</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/76387/cross-sections-with-reference-file-border---inroads-v8i-ss2</link><pubDate>Tue, 17 Feb 2015 23:08:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:30e9c8a1-49ef-4516-9ba5-cc1de872c014</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;Does anyone have any tips for me for placing reference files as sheets?. I can&amp;#39;t seem to get this to work. It places the first instance of the reference file, scaled correctly, the stops the process but places the remaining sections in 1 column although I have sheets per column set to 1 and sections per column set to 2.&lt;/p&gt;
&lt;p&gt;Thansk in advance&lt;/p&gt;
&lt;p&gt;Joe,&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Inroads SS2 - Report on Components</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/101435/inroads-ss2---report-on-components</link><pubDate>Wed, 01 Oct 2014 20:13:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:34bb0e34-4511-40cc-98d0-a1f92d3338c7</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;Hi, is there a way to get a report on cross-slopes on certain components?&lt;/p&gt;
&lt;p&gt;Eg., My sidewalk slope varies and i would like to have a report on the cross-slope&lt;/p&gt;
&lt;p&gt;Thanks in advance,&lt;/p&gt;
&lt;p&gt;Joe&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>2014 BE Conference</title><link>https://communities.bentley.com/learn_communities/user_learning/f/bentley-institute-forum/93168/2014-be-conference</link><pubDate>Fri, 07 Mar 2014 16:19:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:062a53f8-c801-47ce-9eec-806480aa9367</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;Will there be a conference this year?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Custom Cross-Sections</title><link>https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/94384/custom-cross-sections</link><pubDate>Mon, 03 Feb 2014 21:04:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bd5790ea-3263-4f8b-ae5f-1733404f1340</guid><dc:creator>jluko</dc:creator><description>&lt;p&gt;&lt;span style="font-size:medium;"&gt;What impacts are there to custom cross-sections when the alignment changes? Eg.&amp;nbsp;I have an alignment that required an station equation to be added. I looked into the custom cross-section notepad file and found XY corrodinates for what i am assuming the station drop. &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:medium;"&gt;Question - would the custom cross-section file need to be regenerated beacuse of the alignment change?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:medium;"&gt;&lt;/span&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:medium;"&gt;Thanks in advance,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:medium;"&gt;Joe&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:medium;"&gt;&amp;nbsp;&amp;nbsp;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>