similar to how you can change moment of inertia for a concrete beam, extend this functinality to ANY section type.
Even better if this kind of modification can be done through the inspector dialog box (maybe just for the purposes of modelling-simulation, i.e affecting only the analysis, while for the design all the properties won't be affected).
that would be a perfect way to do it Tuctas
not only moment of inertia, there should be factors to all section properties (area, mass, inertia, ..)
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