You can also program (in e.g., excel or python) a solution for the five key points on the M-N graph; only slightly more effort is required to create a full interaction diagram. Use strain compatibility, bernoulli hypothesis (strain varies linearly in section) and some material model (maybe parabolic compressive for concrete and bilinear perfectly plastic for rebar), choose the values of strain (for five points on M-N graph or more) and calculate stresses, forces, centroids of forces and bending moments about some axis of your choice. The idea should be clear by reviewing a reinforced concrete design book explaining the procedure for column and doubly reinforced beam design.
I would prefer to do it this way instead of relying on nomograms, unless of course you do a few spot checks on each and every nomogram you choose to use - it can be quite difficult to spot possible errors in them otherwise.