Problem:

Why reactions at the bracket support are not matching with the hand calculations?

Also, there was no bending moment and deflections are shown in the graph below the bracket support.

Answer:

We should enter the suitable value at support beam elevation, Refer below snap.

For example, change the elevation to 2000mm and see the results as below.

Now you will see the bending moment and deflection at below support location as well.

Also the reactions will match with the manual calculations.