Hi,
For SS beam, create a point near each support, SAP reports displacement at joints. If you restrain Joint, No displacement.
Step 1, i = (0,0,0), J= (5,0,0) length = 5'
Step 2: under load, i+di = (0.01,0,0) j +dj = (5.05,0,0), Note sap reported disp are based on initail co-ordinates
Step 3...