You want the deflection at the quarter-point of a beam. Where should the unit load of the virtual system be applied?
Module 10·Level 2·reactions and load path
A unit force or a unit moment?
You want the rotation (slope) of a beam at a support, not its deflection. What unit action should the virtual system use?
Module 10·Level 3·which impossible
A unit load at a support
By mistake, the unit load is applied at a simple support of the beam (which cannot move vertically). What contribution does the virtual system compute?
Module 10·Level 4·change and sensitivity
Which region contributes most?
For the mid-span deflection of a uniformly loaded beam, which part of the span contributes most to the movement?
Module 10·Level 4·change and sensitivity
Does the biggest real moment always dominate?
A region of a structure has the largest real bending moment M, but the virtual moment m there is almost zero for the movement you want. How much does that region contribute to the movement?