Hello:we have a question when we use the RAM design the conn as shown in the sketch below, we want generate a MC conn on BM A at column flange too( as the conn on BM B), please advise if RAM can do it or not? Thanks, lifan

It is my understanding that wind loads in RAM Frame are distributed vertically between each diaphragm. However, I have a multistory structure that is encased with a curtain wall between the ground floor and roof that distributes wind load vertical...

I am encountering an issue where the nominal values and the resulting interaction ratios are suddenly changing within the concrete shearwall design window. To get to where I am having the issues, the model is being built, loaded, and analyzed with...