Base Plate Thickness Result Issue in RAM

Question

Hi There, 
 I designed some columns in Ram SS for a particular model. However, the software has specified a baseplate thickness of about 1500mm even though the ultimate load on the base plate summed up to about 109kN. Is there something I might be missing? I have checked the model and my input data look fine to me. I have attached a screen shot of the result. If any more information is required, I will be happy to provide. 
 Thank you

Seth Guthrie · Answer

Something seems to be wrong for all Canadian steel codes in base plate design. Investigating. Meanwhile we do have complete base plate design with support for CSA S16-14 in Ram Connection.

Seth Guthrie · Answer

In my testing the problem seems to happen only at low values of Plate Fy (set under Criteria - Base Plates). Once I go up to something like 300 N/mm^2 it's reasonable. There must be a material threshold that causes the design Fy to get rounded down. We see this other aspects of Steel design using CSA due to section classification.