To use a movable anchor say at node 10 in your model, Mark 10 as anchor with a Cnode say 11.
Then on the same element in spreadsheet, mark displacement at node 11 in desired direction under vectors.(Mark all other Degree of freedom zero, if you wish displacement only in one direction say X = +5 mm)Refer attached snapshot
Dont forgot to mark Cnode with movable anchor as caesar wont allow you to mark restraint and displaement at same node at a time. Also dont forget to make DY,DZ,RX,RY,RZ as 0.
Check:
Go to output - restraint summary extended and select the operating case with dispalcement vector included, and check dispalcement at that support. It should be equal to your induced dispalcement (Hope no wind or uniform load is applied in that load case) Refer attached snapshot
Attachments
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With Regards,
Stress_admirer