The equation I quoted from Kalpakjian is for the cutting edge of the moving blade parallel to the cutting edge of the fixed blade, not the inclined cut here. I did not find any calculation for this particular case, so we have to do a SWAG (that's SCIENTIFIC Wild Assed Guess). I suggest using 1.5 mm X 10.7 mm as the area, and adding an additional factor to account for the additional work to bend the cutoff piece down. Make the additional factor about 1.4, and the calculation becomes 1.5 X 10.7 X 370 = 5900 N = 1300 lbs.
In a case like this, where we do not have an exact calculation, we have to rely on professional judgement. We also want to be conservative, but not ridiculously so. I would design for a cutting force of 2000 lbs = 9000 N.
Design all parts so that the deflection under load will not cause the moving blade to spring away from the fixed blade (see the diagrams in Post #5). I do not have a calculation for the sideways force pushing the moving blade away from the fixed blade, so I'll make a WAG and guess it to be half the cutting force, or 1000 lbs = 4500 N. The moving blade should not spring away from the fixed blade more than 10% of the sheet thickness, or 0.15 mm = 0.006" under a 2000 lb cutting force.
The above numbers seem realistic based on my experience attempting to cut 16 gauge sheet metal with a pair of tin snips. It worked for a very small piece, but on a larger piece I gave up and used a hacksaw.