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Hi everybody,
I'm seeking insights on the workflow for modeling 3D rebar in Revit, particularly when dealing with linked structural models. Since I can't modify or add rebar directly to the linked structural elements, how can I effectively model the rebar in this situation? What are the best practices to ensure accurate placement while managing updates to the structural layout?
If the rebar is modeled directly within the structural model, I'm concerned about the frequent updates to the structural layout, which could create a significant burden in keeping the rebar updated.
What are the best practices for managing these scenarios? How do others approach rebar modeling in relation to linked structural models?
Thank you in advance for your help!
Solved! Go to Solution.