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, the moment shown in RAM Connection is 609k-ft but the max moment from RAM frame is 864k-ft. Can you provide insight on what could be causing this difference?
Both are being run LRFD and RAM connection is being accessed through the RAM model (i.e. not using the stand alone version)
Thank you,
Brian