Hello,
I have been looking at RSA help files and previous posts on the forum for nominating RC walls as core walls.
Am I correct in thinking, you should nominate walls as core walls if they are interconnected, for example, where it is a three or four sided walls around lift / stair? This will allow RSA to calulate the increased section properties of thsi 'group'.
Where I have isolated 'shear' walls these should just be nominated as wall elements?
Many thanks!
You can assign group of walls or single wall to Core Wall group.
http://forums.autodesk.com/t5/Robot-Structural-Analysis/bending-moment-and-shear-force-of-shear-wall...
As you like , as you need.
Thanks Rafal,
Just one more query.
If you do not assign walls as 'core walls' they will still attract horizontal wind loads?