#40fan;
Regarding Beer #2, it is difficult to get a compression type system to align with load cells. I designed load cells, and their test equipment for our company which manufactured them.
Yours appears to be a Dual Beam cell, and as such, the vertical deflection at the end should not include any rotation. Errors may be due to the press motion not being sufficiently restrained in the directions perpendicular to the press stroke, rather than the rotation of the end of the load cell. This implies that a good arbor press would not introduce errors. Also the axis of the press may not be perpendicular to the base. If so, your angled piece would correct for this.
The farther the dual beams are apart, the less possibility for rotation at the end. I have a load cell patent (# 4,899,599) where the beams are a couple inches apart, specifically to allow only vertical motion of the end of the beam.
If there is some rotation, then the receptacle could be located over the center of the dual beam, and fastened to the load cell where it is presently connected.
One way to get rid of the problem of a deflection arc is to mount the load cell on a plate and place free rollers (say 1/4 dia balls) between the load cell and the base. This allows the cell to move horizontally to remain under the case. This is a little difficult as you need pockets for the balls on the base and load cell plate.
The other route is a higher rating load cell, which would have less deflection, but your sizing seems perfect for the loads you are experiencing.
Your investigation into the seating forces would probably be advanced by your actuator being attached to a good reloading arbor press. The fact that you have mechanized the force input will help the repeatability of your system. It already provides much greater insight into the seating forces, with much more information than what can be derived from a pressure gauge. Keep up the good work.
As to the semantics battle with Mr Guffey, you, I, and most reloaders have come to express the amount of interference fit on the necks as "tension" and in reality it is some circumferential tension in the brass of the neck. And no, we cannot directly measure it, but we don't care. In reality you don't even measure the seating force in pounds, we measure the amount of strain in the face of the beam........indirectly by measuring the change in resistance of a strain gage.....indirectly by measuring the voltage across a bridge circuit. And again , we don't care, because it works.