Identify cracked elements in RAM Concept

Is there a way to identify/see/plot which elements in a flat RC slab are cracked at the end of RAM Concept's analysis?

I'd like to be able to compare the deflection results that RAM Concept calculates with those produced by a consultant in a generic FEA program, but I need to get an understanding of whether we're using the same baseline assumptions. In the generic program, the slab must be "softened" using a cracked section factor which assumes a certain percentage of the slab has cracked and results in an effective moment of inertia. Since RAM adjusts the stiffness of each element depending on whether or not it cracks, I'd like to have RAM output WHICH elements are cracked and which are using gross section properties.

Is there a table or plot that can show this?