This goes back to the old days of 60's and 70's.
Imagine a a hot pipe requiring sevaral supports and having vertical lifts between the end points. Wherever there is a lift or drop in the line one or more supports will need to be springs. Caesar sizes these automatically.
In those old days a first run would be "deadweight only" with the springs taken as hangers. There would be no expansion. The load output would tell us what load the springs should take.
The second run would be "free thermal". The springs and surrogate hangers would be removed and only the true rests and supports would remain. There would be expansion but no weight of pipe, fluid, insulation, rigids or anything else. The displacement output would tell us how much movement the springs should accomodate.
From the load and movement and applying rules such as no more than 25% load variation we can select suitable springs from the manufacturer catalogue. If the spring moved down the preloads would be the "deadweight only" loads. If the spring moved up the preloads would be "deadweight only"+displacement[from "free thermal"]x spring rate. This latter rule is to ensure the spring load is at minimum equal to "deadweight only" for any operating or sustained load case.
The model would then have the spring data input and be re-run as a last check.
So you see "free thermal" is only used to select springs. Caesar now does this automatically.
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