Getting Elevations from Surface for Cogo Points
Hello there! I was trying to Get some Elevations from a Surface for some Cogo Points by creating a clearance report from the specified Surface, The issue is that when i checked the Northing & Easting of the Cogo Points, they were different than the specified…
File compatibility between V8i and XM
I am working on an infrastructure project with a team of several different consulting firms, some of whom are using InRoads v8 XM and others (myself included) are using V8i. We are sharing a master alg file, but it only saves down to a V8.9 compatibility…
InRoads V8i End Area Volumes Issue
Hello,
I am having an issue calculating end area volumes from cross sections using InRoads V8i (V08.11.05.47). Specifically, I have broken up the granular sub-base into several components across the roadway in order to more easily deal with various…
Civil 3D Pipe Network Conversion
My company is trying to develop a way to utilize the intelligent Civil 3D Pipe Networks, but we are required by most of our clients to display all of our data in a 3D model in Microstation. I am trying to create a workflow to convert Civil 3D 2012 Pipe…
Inroads S&S(V8i) export to Microdrainage
I have created a normal drainage alignment in S&S in a SDB file (inlets. pipes and areas). I now want to export this to MicroDrainage.
I have gone to the File - Export - Micro Drainge
The standard.pip file and conduit.sec file is selected from the…
Installed as Metric, but default linear units are always Imperial?
MicroStation V8i SS2 (08.11.07.443) and InRoads Suite V8i SS2 (08.11.07.494)
New to supporting InRoads product....
Installed new MS and IR products after un-installing previous versions of both and deleted all directories left-over.
During the…
Contours Smoothing Method
Hello there, I just have a simple question, is there any way that we can choose another method of smoothing of Contours in Inroads , for example in Geopak we have more than one one method of smoothing as shown below:
Thanks...
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: Custom Operations InRoads Survey Edit Window crazy Issue
I am having the same issue and have had this issue through many versions of inroads. I have even gone into the XIN and edited the XML manually in order to try to make it work. But once you go back to the style in the GUI it will mess up the XML again…