RE: Export Geometry
The default 3d model shows line strings in 3d. Just put a fence around everything you want to send them and key in "fence file". This will create a new file with everything contained within the fence....
View ArticleRE: Best way to thin a point cloud to use in inroads?
Thank you for your input Thomas. I'll give these suggestions a try. James
View ArticleRE: Best way to thin a point cloud to use in inroads?
Thank you for your input Caddcop. I have Descartes and Map so I'll give your suggestions a try. James
View ArticleRE: Best way to thin a point cloud to use in inroads?
Thank you Michael for your suggestion. I'll give this a try. James
View ArticleExport Geometry
HiIs there a way to export a Horizontal/Vertical geometry to 3d polyline? I have a customer who has Autodesk Civil 3DI have PowerCivil SS4RegardsSigfus
View ArticleRE: Best way to thin a point cloud to use in inroads?
You can use Microstation do thin your point cloud. Attach las file to 3d dgn model, it will be converted to "pod" format. Then you can clip point cloud, decrease desnisty and export to external file...
View ArticleRE: shot markers created from graphics not showing up
Hi Adam Regarding the graphics that disappears, do these points have Feature Definitions? Is the Display set to True? I'd be happy to take a look at your data if you'd like. Thanks, Sanders
View ArticleRE: 'Can not find cross section sheet dgn file:' Geopak Cross Section Sheet...
Make sure that is your active model and save settings in microstation. you should have a separate sheet.dgn with the model you want your sections in. Always detach existing sheets before...
View Article'Can not find cross section sheet dgn file:' Geopak Cross Section Sheet...
Good morning, laying out cross section sheets and was able to a few days ago just fine and now I'm getting this error 'Can not find cross section sheet dgn file:'I learned the hard way that if I input...
View ArticleRE: Unable to process Civil Cells
Hi Andrea, I created this defect 656853: Process Civil Cells command does not process end conditions of cells when active template changes. I'm glad you were able to find a workaround. This workaround...
View ArticleRE: AASHTO Design Standards 2011
I'm looking for the DGNLIB File and SEP files. I have the SRL Files.
View ArticleRE: Linked Feature Definition Style File - SS4 and SS2
Ss4 is significantly different from Ss4. Ss3 and Ss4 are the initial releases of Open Roads as the successor to the three Bentley Civil products - InRoads GEOPAK and MX. Ss3 should not be used as once...
View ArticleLinked Feature Definition Style File - SS4 and SS2
We have been using Inroads (and Geopak) SS2 with no issues. A new computer was loaded with SS4. Every dgn that is opened with SS4 we get a dialog box to "Select Linked Feature Definition Style File"...
View ArticleRE: [OR] Best Practices - Open Roads Feature Definition - Please Contribute...
OK, Let me add a question. What happens if you split Linked to Native XIN features to one DGNLIB and Link Survey Feature Definitions to a separate DGNLIB. Now, from two different DGNLIBS, you have...
View Article[OR] Best Practices - Open Roads Feature Definition - Please Contribute to...
I have a number of threads on this topic asking very specific questions - sadly most of these have few responses and many of those that do, are ones that I myself have answered. So, I am trying a...
View ArticleRE: New Inroads superelevation.
Is your question regarding the Apply Surface Template WITH superelevation? If so, no, the apply surface template doesn't have this type of option or setting. Superelevation will require a corridor be...
View ArticleRE: 'Can not find cross section sheet dgn file:' Geopak Cross Section Sheet...
Thank you Nico, it worked!
View ArticleRE: Geopak Drainage culvert analysis
Christa - I know this is late and you may have found the answer by now. Did you check the time of concentration? Since the intensity is calculated based on the time of concentration, it is good idea to...
View ArticleGeopak Drainage culvert analysis
Hi,I am modeling a culvert going across a road, but I am getting a weird intensity (0.1 in/hr) in the inlet computation sheet when I run the report. I have the inlet set as a headwall, an 18" RCP, and...
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