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?
And strip is the Strip mode is just moment along those line? or it's the direct design method?