Version 13 is quite a ways back, so here it is:
Orient your view along the z-axis, so that you are looking down the shaft (you're looking at the end of the shaft. In SuperDraw III, go to "FEA Add: Boundary Conditions". When the dialog box pops up, push the button to "Change BC's" and make sure that the y-translation and the x- and z-rotation check boxes are checked. Make sure the others are clear and "OK". Then select "box apply" and draw a box around the nodes in the xz-plane excluding the very centerline of the shaft (the line of nodes actually sitting on the z-axis). Repeat this procedure for the yz-plane this time changing the boundary conditions to check x-translation and y- and z-rotations clearing the other three. Finally, repeat this procedure for the centerline of the shaft, this time setting the boundary conditions to check x- and y-translations, x-, y-, and z-rotations (this allows the centerline only to move along the z-axis...no bending, just tensile/compression).
What do these mean? Well, it means that along the yz-plane, any force that would act perpendicular to this plane has an equal force pushing back. Likewise for the xz-plane. Finally, the centerline of the shaft will only compress or be pulled. This is only valid for loads that will only result in tension or compression in the shaft. Any out of plane loads, and you will not have 1/4 symmetry. You may have 1/2 symmetry, but that's another day.
Garland E. Borowski, PE