Hello Guys
Can you please tell me how it is possible to numerically describe the section stiffness in karamba3d?
Iy = Ix = I = 10^-6 м4;
J = 2.0 x 10^-6 м4;
A = 0.001 м2.
Isotropic elastic Е=2.1 х 10^11 Pa, G=7.875 x 10^10 Pa
Do you need to use the section modification node?