Use the Cross-Section Data node to describe the section for the truss elements on the selected edges.
Enter the Smallest principal moment of inertia,
Imin. This is the area moment of inertia in the weakest direction of the cross section.
Enter the Effective length factor,
K. This is a multiplier to the physical length of the bars, intended for compensating for end conditions. The default value,
1, corresponds to a pure EulerÂ
2 buckling case.