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It would be nice for Robot to correctly calculate the stiffness for beams that do not have the NA coincident with the slab NA. Using offsets give the problems of additional tension/compression forces that are not displayed in the moment maps and manually modifying the E for beams is a pain when there are a lot of different situations.
![Autodesk Design & Make Report](https://forums.autodesk.com/t5/image/serverpage/image-id/1350519iCB55845EBFC43016/image-size/large?v=v2&px=999" "Autodesk Design & Make Report")