I am designing a Seismic Moment Frame system in RAM Structural System and I am utilizing the built in RAM Connection module to help design the baseplate connections to the foundation. Per ASCE and AISC, the column base connection should be designed including Omega for seismic overstrength. When the loads export from RamSS and the connection rebuilds the combinations, it is correctly creating amplified seismic combinations that include Omega.  If I look at the drop down load tab in the connection editing page, it shows the correct loads values, but when I go into the design results, it is reporting all 0's for the forces in those same combinations and is not designing the connection with Omega.   Am I missing something?  Does Connection not design for the Amplified Seismic cases?