RS2 - Setting Support and Displacements

[GeoQuestion]

The displacements that I find on Interpret do not change after add bolts (Fully bonded and End anchored).
How can it be possible? I inserted tensile capacity, bolt modulus, etc..

 

[PEinc]

I have no idea what this post is about. Sorry.

http://www.PeirceEngineering.com

 

[MiningLad]

Perhaps you have not added enough tension to resist shear displacement? Also, just check that you have recalculated the problem and not just viewing an old calculation.