the moment which i can choose in ABAQUS is from the fixed point.(at the loading point, the moment is constant value, that is zero) but the bending moment should be at the loading point.
I am really confused about result figure from the abaqus.
I think plotting the Bending moment in ABAQUS is not straight forward. I also had same problem in pile foundation analysis. Just calculate the lateral force on each node and by cumulative multiplying it with the height of the base node , you will get the bending moment.