Unlike shell elements, solid elements have three degrees of freedom. So how can I get the values of moments after I run the model/analysis on ANSYS / ABAQUS ?
(As G R Reddy rightly said) You have to draw the stress distribution to the required(or Max) load case and convert it into the moment from the first principle method.
If it is for RCC (only) refer RCC book by Rober Park and Thomas Paulay.