Model the plate with the equivalent thickness and then apply the load that you want. The deflection that Pro-M solves for will be the same for all the plates in question. Now, model one of the plates in question after constraining where it is usually fastened, constrain the bottom side (in the load direction) so that the plate can only deflect what Pro-M solved for. Apply load that will get the desired defection. Once done, you can find the stresses due to the deflection. Do this for each plate if there are different thicknesses. To correlate, you can use Roark’s Formulas to do the hand calculations.
I’m not sure if you can model all three plates. If you put them together, Pro-M will “fuse” them and make it one plate which is not a realistic model. And, if apart the plates will not react to each other. You can use contact, but I don’t think that it can take in consideration of the shear that happens between the plates. I do believe that contact is only for direct perpendicular load. I could be wrong about the contact, I don’t use it that often, but if you just need some upfront data, the previous suggestion will get you there.
Hope this helps
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