I will give it a try next week. I hadn't used any subscripts in the file yet. I had gotten the shear and moment functions to plot fine, however, I was using only derived loading components (one of which included the beam self from the Table).
Attached is the worksheet, if you might spot my difficulty. I have included the data table as well.
Please let me know if you see any other significant problems that I may encounter. I have not even made it to the beam capacity code calculations.