Grafical analysis of the curve build with the predefined equation Dear PTC community!This topic is a continuation of the "Symbolic solver unit conversion with further substitution" thread.The idea for the improvement is to analyse the bending moment M (bearing capacity) as a straightforward function of different areas and reinforcement grades.Thus, I want to explore how varying the reinforcement level, area, and yield strength affects the moment M for a specific reinforcement stress value at a fixed strain, for instance, the 0.2ecu1 level. I thought that for such a purpose, the additional axes (fyd_n for each reinforcement grade) plotted with dots, whatever, would be useful with both horizontal and vertical axes (stress-strain for each reinforcement grade) in the form of "sights" as in the @Werner_E file, as follows: The possible representation of the aforementioned could also be as follows: I found that the technique of plotting the dot lines for specific values of fyd can be used f
