Why concurrent forces and converted static moving load results are not matching?
Looking at the results you have included in the table, it seems you are looking at the envelope results for the moving load case, not the concurrent values.
The (min) & (max) results are generated at each activated node when non-static loads are applied.
If you go to Results >> Result Tables >> Beam >> Force, the table will present you the envelope results for the beams under the moving load case. If you want to check the concurrent force, right-click in the table, choose View by Max Value Item and activate the Shear-z and Moment-y.
Now you can see the concurrent forces for the governing shear and moment cases:
As you see above, these values match well with the static load case results that you have shown in the Excel sheet.
Max Value Item vs Moving Tracer.xlsx