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Wind Surface Loads Bypassing Interior diaphragms

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...
over 2 years ago in RAM Structural System 1 Already exists

RAM Concrete shearwall - Issues with nominal capacity after reinforcement change - RAM SS 17.01.01.05

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...
over 2 years ago in RAM Structural System 0 Needs review