Has anyone verified the results of the P-Delta analysis. Our code (CAN)requires two checks, first actual loads and second notional loads. Looks like ETABS is only doing second.
Changes to a design model, such as shear wall location, were time consuming to make in earlier versions of ETABS. How does the current version of ETABS fair in this regard? Are changes made as the design process progresses easy and quick to make?
