RE: Powercivil Road Design Basics
This is a link to a basic InRoads fundamentals Manual:http://www.aot.state.vt.us/CADDHelp/DownLoad/Standards/Manuals/VAOT_IFM_2007.pdfThis should give you an overview of the DTM how to create/edit...
View ArticleRE: [OpenRoads] Superelevation and Complex element by element method
I sent you DGN via email. My workflow is as shown on the video attached. Thanks.
View ArticleRE: Version Issues - InRoads 8.5 to V8i Ss2
It's not like the dialog box is open but not visible. It's like it simply does not open. On another PC or in a different version, once that dialog box opens, you cannot right click on the survey...
View ArticleRE: XIN
I load it with my Project Defaults. But my Project Defaults load by variables.In my Project Defaults, in the "default" project, in the XIN field, it contains $(_InRoads_XIN)Actually, every one of my...
View ArticleXIN
IR V8i SS2What’s your best practice for XINs? Do you load the XIN in the RWK file or point to it in Project Defaults? Our corporate XIN is 6 mg, and I got it into my head that it’s better to point to...
View ArticleRE: Powercivil Road Design Basics
I was having the same problem Mburgcrzy.In my instance, the tutorial I began with had no info on customising composite sections. Instead I was just importing .sec files from a training folder.I am...
View ArticleRE: Importing alignments from MX to openroads
This is a known issue with MX v8i SS3 when importing an MX alignment with a start chainage greater then 0 into OpenRoads. The recommendation at the moment is to to set the start chainage in MX to 0 and...
View ArticleImporting alignments from MX to openroads
Hi All,When I import alignments from MX to openroads, the vertical alignment starts at a different chainage. if the horizontal start chainage is 1000 the vertical start chainage is 2000. Any ideas why...
View ArticleRE: Importing alignments from MX to openroads
Thanks Jason, I did it by exporting the alignments to inroads from MX and then to Openroads from Inroads.
View ArticleRE: Transitions in corridor modeling
Alex, the best way to approach this would be to set up point controls tied to a profile. that way, you can control the elevations exactly as you want.
View ArticleRE: Transitions in corridor modeling
How do I go about setting up point controls tied to a profile? Which menus should I be searching in/ which tools should I be using?Thanks!
View ArticleRE: Showing Culvert Crossings on a Profile
I have inserted an ASCII file through dataset> new. This is survey data that i collected in the field. I shot both ends of the storm pipes and connected the nodes. Tried to make the chains and...
View ArticleRE: Showing Culvert Crossings on a Profile
if you have the points in cogo with the elevations you can store the profile from the ponts
View ArticleRE: Transitions in corridor modeling
Alex,watch this videocommunities.bentley.com/.../269451.aspx
View ArticleRE: Geopak site collaboration
This thread is the closest I could find related to my problem, so I will be reviving it ;)On a current GEOPAK Site design project, I decided to split the effort between two individuals knowing that we...
View ArticleGeopak site collaboration
I would like advice on collaboration strategies when working in Power Civil or Geopak Site projects. A scenario would be where an engineer needs to evaluate design scenarios in site grading while a...
View ArticleRE: Transitions in corridor modeling
That works! Where did this video come from? Are there more advanced lessons like this?
View ArticleRE: Showing Culvert Crossings on a Profile
okay, would you happen to have the line commands to get me to that point?
View ArticleRE: Transitions in corridor modeling
just tell me what subjects you are interested in and i can see if i have any
View ArticleRE: Transitions in corridor modeling
I am interested in anything and everything you can give me related to the new open roads technology. I'm interested in corridor modeling in general and things related to it. Thank you!
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