I find normally vertical displacements in spring location in sustained case.

The displacements are in the range from 1 to 20mm even.

Sustained is Weight + Pressure case

Spring is a restraint, in practical at site, there is no displacement at the spring location in cold condition.

Because of displacement in spring location, the nearby restraints are showing those taking less load, actually at site it will take more load.

What is the way to overcome this?