Deformed and undeformed shapes are plotted, plus the bending moment. An equal imposed displacement load condition is applied to each case.
An equal imposed deflection is imposed at the top-left corner, stiffness has been evaluated based on the associated reaction force.
The three frame structures stiffness is reported below:
where $k_\mathrm{ref}$ is the stiffness of the single upright member, taken as a reference.
Beam cross section is uniform along the frame, and very slender. (MSC.Marc model)