How does Staad calculate SQX and SQY exactly?

Hello.

I´m designing some footings in Staad and when I was checking for shear stresses (SQX and SQY) I noticed that the output value was pretty high for my dimensions and loads, so I tried to check how Staad obtains said values and I found in Chapter 1.6.1 of the Staad technical reference that SQX and SQY are obtained as Force/Unit lenght/thickness. So I guess my question is: What exactly is this "Unit length" is it 1 cm, 1 m maybe the plate element dimension? Because  for some reason I´m not getting coherent results between the Staad results and what I got from hand calculation.