Hi
How to resolve the conversion from physical to analytical wall . The problem is that, the end connection keeps on going beyond the wall.
Solved! Go to Solution.
Solved by Djokaboris. Go to Solution.
Solved by Djokaboris. Go to Solution.
Solved by jay_colcombe. Go to Solution.
Solved by Djokaboris. Go to Solution.
Solved by Djokaboris. Go to Solution.
Solved by jay_colcombe. Go to Solution.
Solved by Djokaboris. Go to Solution.
Solved by jay_colcombe. Go to Solution.
If this is Revit 2024 a workaround was that you needed to use the Wall Join and Mitre the wall ends in 2025 this has been resolved.
You could also review the Tolerance Setting and set the walls to be the priority element and play with this method. (image from 2025 so may differ)
Hi Sir @jay_colcombe
Many Thanks for your replies . Please is there any way to convert physical to analytical curve walls??
It appears the Curved Panel is created by using a Panel Extrusion rather than a Boundary so it may at this time be beyond the scope of the analytical Automation Process.
Hi Sir @jay_colcombe
Please can i get a hand in this??. It's an RCC structure in Revit that i just corrected and after importing to Robot and runing the calculation , it keeps on displaying error messages like incoherent meshing on edges and member length zero, and overlapping members. I wonder if robot figures out that an RC beam can be supported by another RC beam
I cannot offer too much here but I would quickly create simply Structural Framing, Column etc. Scheules and look for zero length members
you can then select them and Highlight in the Model to find the exact location and resolve such issues
On the one highlighted above from investigation the whole arrangement does not look good?
Is this intended?
thanks a lot for your reply sir @jay_colcombe , I just created the simplest structural model and i'm 100% sure that there are no unconnected nodes. But when importing to robot and running the calculation, there's no load distribution on slab.
Find the solution to the problems. Thanks for your time @jay_colcombe and my apologies for loading the forum
Best regards
Boris
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