Hi Team, I have a steel structure having the LFRS as steel moment frames. Now I have started modelling the grade beams as per the RAM SS guidelines, but I have the following queries : It says that the supporting short column should be pinned at…

Hi, I wanted to see what everyone's preferred workflow is in RAM SS for extracting the moment reactions for each beam in a moment frame to add to your documentation? To my knowledge I don't think there is a report available to give the max/ min moments…