Please email request to karldauber@advconsult.net, and I'll send you the template. I did this video a long time ago. To model a headwall like this now, I would create a parametric cell. A lot of work up front, but then you would have a cell that you could use for many different headwalls quite easily. Best wishes.
@@emjay0507 OpenBridge only builds smart solids for al bridge components, as decks, beams, columns, abutments, footings, piles, barriers, but it has not the technology, included in the itl files, to design the parametric components and points you have seen in the video.
Well, it's been a long time since I posted this video, but I would say that it would work for skewed culverts as well. The control baseline for the linear template is the back of the wall where it intersects with the proposed roadway fill slope. It does not have to be parallel with the roadway alignment.
This was very helpful!!
What the software name do you using?
OpenRoads Designer by Bentley Systems
Very helpful!
Can I have the itl.file?
If I knew of a way to attach it to this video, I would.
Can you share your template??
Please email request to karldauber@advconsult.net, and I'll send you the template. I did this video a long time ago. To model a headwall like this now, I would create a parametric cell. A lot of work up front, but then you would have a cell that you could use for many different headwalls quite easily. Best wishes.
很好!
Which software it is
OpenRoads Designer, by Bentley Systems.
@@advanceconsulting8417 Is it possible in OpenBridgeModeler?
@@emjay0507 I don't know. I have not used OBM.
@@emjay0507 OpenBridge only builds smart solids for al bridge components, as decks, beams, columns, abutments, footings, piles, barriers, but it has not the technology, included in the itl files, to design the parametric components and points you have seen in the video.
I good aproach, but a lot of time the aligment of the culvert has a skew angle with the road or rail aligment
Well, it's been a long time since I posted this video, but I would say that it would work for skewed culverts as well. The control baseline for the linear template is the back of the wall where it intersects with the proposed roadway fill slope. It does not have to be parallel with the roadway alignment.