How does RAM concept calculate the moments that you see on the moment plot, in slabs? What procedure does it use? And is it code based or FEM based?
Thanks
I am assuming that you are referring to moments on a plan like "Max Mx Plan" under a specific load combination. Those moments are calculated based on a finite element analysis.
I overlayed the bottom reinforcement plan by clicking the plot command and then clicking "moment". Is this calculated using FEM as well?