Why concurrent forces and converted static moving load results are not matching?
Answer:
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.
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Max Value Item vs Moving Tracer.xlsx
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