Hello,
When we apply an axial load on a column with arbitrary section i.e. profile is arbitrary.. at which point on the cross section Abaqus applies the axial load. Does it apply at CG or (0,0). Can we alter this point of application ?
Thank you.
Hello,
When we apply an axial load on a column with arbitrary section i.e. profile is arbitrary.. at which point on the cross section Abaqus applies the axial load. Does it apply at CG or (0,0). Can we alter this point of application ?
Thank you.
