To follow on from MoverZ - the practical effect of this is that, you are not going to report the rather small loads that you get out of Caesar to your Civil/Structural engineering group for design. Assuming a long bank of approximately equal loops, Caesar is going to report small loads on those intermediate anchors.

While they don't need to be designed for a full unbalanced load like an end anchor, good practice is to report a decent percentage of an end anchor load for to use for the design of the intermediate anchors.

I've seen it happen in the field where the C/S group didn't brace the intermediate anchor points well enough and the beam twisted over due to the torque as the upstream side of the run heated up faster than the downstream.