Attached is a screenshot from a delegated connection design I am currently working on.This is a W12x40 column with a W21x50 beam framing into the column web at the 2nd floor. In checking it for a 32k shear reaction, and a 41k axial load (ASD), RAM Connection…

When viewing the post processing results of AISC 360-16, the utilization ratio for all members except one are 0. It appears in the output file to be checking the members, but does not display the ratios. This is not an issue when using AISC 360-10. Is…