I used Ram elements to design a steel column using ASD load combination, the column was passing the design and has adequate capacity to resist the applied loads.
Than I moved to design my baseplate and anchor bolt using ram connection using LRFD method, and I realized that ram connection imported the the load from elements without adding LRFD load combinations.
So I went back and I added LRFD load combinations to my ram elements model, and Imported the loads again to ram connection and design the base connection. But now in ram elements the column that passed the
design using ASD method is NOT passing the LRFD load combination, even though in ram elements I choose the design code to be "AISC-05-ASD".
Should I ignore that the column is not passing the LRFD load combinations since the design code is "AISC-05-ASD"?