Hello, I noticed that the moments shown in RAM Connection when accessing the drop down menu for loads in the base plate editor do not match the moments shown in RAM frame steel module when pulling a column member force envelope report. For instance…

How shall we assign the unbraced length of lateral columns in a building with a mix of lateral and gravity columns supporting a flat slab? The building does have shear walls as well as a part of MWFRS. I know for gravity columns, it will be safe to…