I have a 5-story dual system building where the gravity loads are supported by steel frame, and the lateral loads are resisted by cmu shear walls. I have a question regarding the connection between these two systems, however.
I need a connection that will lateraly brace the cmu wall at each...
Has anyone used the Revit-RAM link with any success? Is there a list of known problems with the link? I have noticed a couple of issues so far including:
skewed or rotated gridlines don't always get imported to RAM properly from REVIT
The lowest level of structure is never imported from RAM...
Has anyone used the Revit-RAM link with any success? Is there a list of known problems with the link? I have noticed a couple of issues so far including:
skewed or rotated gridlines don't always get imported to RAM properly from REVIT
The lowest level of structure is never imported from RAM...