Baseplate is 152 x 152 x 23 UC S275 with 100 x 100 lugs at fixing locations - but is modelled as a 350mm wide x 6.8mm plate. Loading is shear only. Why does it not work?
Thanks for the question, please find attached a publication regarding the CBFEM analysis in Profis Engineering when tensile or moment loads are applied to the baseplate.
