No warnings. No mm to meter mistakes. No kilonewton to newton mistakes. Have gone through each and every material, frames, walls. Do not seem to understand what the problem can be. The loads are correct and the points at the base are assigned as fixed.
Hello Everyone,
I have made a two-story ETABS model (client's request) and unfortunately I am getting a insanely high displacement, Uz in the joints.
I used to work on ETABS 2 years ago and have completed many projects. But I guess I have forgotten some key step. I have yet to...
