Well, at some point there should be a file that contains loads and constants, etc. If the code is 2D, which I am really, really assuming that it's quasi-2D, meaning that it treats the second dimension as just a thickness; a constant.
Basically, just set the beam depth, to 1. 1 whatever units you're using. Then, the load gets multiplied by 1, and the stresses get divided by 1. Your answer will be the same as if it were 1D.