Re: Error when importing alignment from graphics
It appears that this issue occurs when you have different elevations at your start/stop points of your element(s). Please verify that the elevation is the same at the beginning and end of each element...
View ArticleSingle Instance End Condition Problem and Design Stages
The term “single instance end condition” probably isn’t anofficial term. So I will describe itbefore asking for addition help. Asingle instance end condition problem occurs when you have a template...
View ArticleRe: Error 126 when launching InRoads
1. This is a typical error message you receive when the InRoads and MicroStation products were installed in an incorrect order. If InRoads is installed before MicroStation (either manually or...
View ArticleRe: Single Instance End Condition Problem and Design Stages
Hello Jon,Can you please tell me what version of the GEOPAK product you are running? Are you working with the Roadway Designer (SS2) or maybe Corridor Modeling (SS3)? Please provide me with the exact...
View ArticleRe: Microstation Earthworks Rounding Error and Reading Error with Log Files
Hello thummel,I apologize for the confusion, but what version of InRoads/GEOPAK/MX are you running? You may find it under Help > About. What specific commands are you running to produce the error?
View ArticleRe: Microstation Earthworks Rounding Error and Reading Error with Log Files
MicroStation V8i (SELECTseries 2) - Version 08.11.07.443Bentley GEOPAK V8i (SLECTseries 2) 08.11.07.427After creating the earthwork log file by processing cross section end areas I load the log file...
View ArticleRe: Clash Detection with Terrain Models
What program are you using to determine the Clash Detection?I have used Bentley Navigator on occassion to run a simple "level" clash detection to see hard clashes, but I have not run any clearance to...
View ArticleRe: Clash Detection with Terrain Models
I'm using the Clash Detection tools in MicroStation (SS3).
View ArticleGEOPAK SS2 Export to LandXML issues
(Posted on behalf of User)I am starting to use the software and many times information needs to be exported out in xml format.The cogo tools has an option to export landxml 1.2 for horizontal and...
View ArticleRe: Different Triangle Volume between InRoads and C3D
Hello jingjingbb,The one thing you have to remember about the InRoads product is that InRoads is a feature based product while AutoDesk products are triangle based. This will cause differences when...
View ArticleRe: Cross Sections Components Not Displaying
Also, please verify that all template transitions have been processed completely or turned off. See the wiki article below for information on template...
View ArticleRe: Different Triangle Volume between InRoads and C3D
Jingjingbb,Andrea is pointing out an important concept. C3D is based on triangles and InRoads is based on features. When I imported your files into InRoads I used Surface>Feature>Feature...
View ArticleRe: Different Triangle Volume between InRoads and C3D
"Unfortunately I can't run a triangel volume on your surfaces. My report window is not displaying so I can not tell you the result of the Generate Inferred Breakline command."Paul, the reason you are...
View ArticleRe: Microstation Earthworks Rounding Error and Reading Error with Log Files
There are tools within the earthwork dialog for you to do the multiplication factors. Have you tried adjusting those and recalculating the earthwork with the earthwork tool?
View ArticleRe: GEOPAK SS2 Export to LandXML issues
do you know what versions of geopak? why is it not working? what is it doing/not doing?
View ArticleRe: Microstation Earthworks Rounding Error and Reading Error with Log Files
I have made efforts in modifying the multi factors. It seems to reprocess the log file, but when I Review Earthwork they original multi factor remains - even if it is deleted.
View ArticleRe: Single Instance End Condition Problem and Design Stages
I work with both Geopak 8.11.09.493 and 8.11.07.615. I think the question - problem is applicable in both versions. Presently all of our production work is in SS2. However I am presently reworking a...
View ArticleGPK > Leica DBX or LandXML Export PowerCivil 08.11.07.493
All-We are about to start our biggest construction project to date (a $20m interchange).We have DGN files from MDOT and their GPK.There are approximately 26 Alignments and Profiles that we need to...
View ArticleRe: GPK > Leica DBX or LandXML Export PowerCivil 08.11.07.493
All-We are about to start our biggest construction project to date (a $20m interchange).We have DGN files from MDOT and their GPK.There are approximately 26 Alignments and Profiles that we need to...
View ArticleRe: Single Instance End Condition Problem and Design Stages
Hi Jon,First, in SS3 there is no need to use any of your workarounds. The process that the program uses to create the component meshes and top/bottom meshes was completely rewritten and it has no...
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