Taverse adjustments
Just a small "glitch" in the programming if you happen upon a perfect close traverse and try to store it using the traverse commands (i.e. Compass rule). You get an error stating that the desired accuracy is not achieved where in actual case it's infinitely…
Re: MicroStation Civil Extension V8i
![Jason W. Smithey [Bentley Civil]](https://communities.bentley.com/cfs-filesystemfile/__key/communityserver-components-imagefileviewer/communityserver-components-avatars-00-00-00-21-72/4TFHLUWQ3890.jpg_2D00_24x24x2.jpg?_=636515530586704343)
Ben,
Please see the following posting: http://communities.bentley.com/Products/Road___Site_Design/f/5922/t/21182.aspx .
Thanks,
Jason Smithey
ADA Sidewalk Ramp Design Using InRoads?
Is anyone using InRoads (XM or V8i) to do ADA (Americans with Disabilities Act) sidewalk ramp design or drafting of details for plans? What procedure and tools do you use?
Thanks - Lennie Torgerson, Oregon DOT
Re: Inroads Update Cross Section Notes
Ryan,
I have reproduced your problem and filed D-37693. Thanks for reporting this.
Jason Smithey
Re: Bentley Civil Platforms
The Import LDD Project tool is delivered to the C:\Program Files\Bentley\InRoads Group V8.11\bin\ldd folder by default in the InRoads Group V8i installation. You may want to consider upgrading to this version of the InRoads Group.
For InRoads Group…
Re: v8i xin updates to xm
Brian,
If you make changes to the XIN file in InRoads Group V8i as you suggest, users of InRoads Group XM Edition should not have any problems opening this XIN file. InRoads Group XM Edition should just read the settings that it is familiar with…
Re: Location(s) for TIW and TEW files for InRoads Survey
Please see the following discussion group posting:
http://discussion.bentley.com/cgi-bin/dnewsweb.exe?cmd=article&group=bentley.inroads&item=12226&utag=
Thanks,
Jason Smithey
Re: InRoads icons and gui
Brian,
Transferring the Application Add-Ins is fairly simple. Note to be VERY careful with manually manipulating the registry; there is a lot of potential for causing problems. Just go to HKEY_CURRENT_USER\Software\Bentley\InRoadsGroup\Applications…
Fill Slope Transitions / Parametric Constraints in the Roadway Designer
Has anyone talked about the difference of modeling fills using a ration (e.g. 4:1) versus slope percentage (25%) particaularly regarding transitions?
Example: A 2:1 slope transitioning to 4:1. One could expect the midpoint of this transition to be…
Re: IR: Engineering Configuration
Steve,
Please see the following posting for more information: http://communities.bentley.com/Products/Road___Site_Design/f/5922/t/21182.aspx
Thanks,
Jason Smithey