I am doing LCA analysis for LEED by Athena. the building is modeled in Revit and I am getting the takeoffs from the model. My question is regarding columns and beams calculation. If we do have a different type of column at a bay we calculating, I wonder how it might work?
You rely on LEEDuser. Can we rely on you?
LEEDuser is supported by our premium members, not by advertisers.
Add new comment
To post a comment, you need to register for a LEEDuser Basic membership (free) or login to your existing profile.