Hello - looking for some guidance regarding modeling cold form sheet steel shear walls in ETABS. I'm coming in as a new ETABS user, so you'll have to give me some grace.
I see that the wall materials can be edited, but I'm not sure if it's best to be modeling the walls as very thin sheet or if there is a better way to do so. Is there a way that I can provide the shear wall stiffness?
I see that the wall materials can be edited, but I'm not sure if it's best to be modeling the walls as very thin sheet or if there is a better way to do so. Is there a way that I can provide the shear wall stiffness?
