Hi Everyone,
How does staad treat out of plane forces in the design of shear walls? As I've never seen Staad generate an interaction diagram for the design of these members. Which design methodology does staad employ in its shear wall designs?
Hi Everyone,
How does staad treat out of plane forces in the design of shear walls? As I've never seen Staad generate an interaction diagram for the design of these members. Which design methodology does staad employ in its shear wall designs?