Anchor stress in PLAXIS

Hi All,

Is there any provision to assign the 0.2% proof stress in prestressing the anchors for a cable strand anchor model using Plaxis 2D?

In the property section all I can see is the EA and the |Fmax tens| & |Fmax comp| in the material data section and application of prestress value in the staged construction phases.

Please let me know you have any idea about it.

Thank you.