- Ix : area moment of inertia with respect to principal bending xe axis [m4]. This is the principal bending axis most parallel to the xc2 axis
- Ix : area moment of inertia with respect to principal bending xe axis [m4]. This is the principal bending axis most parallel to the xc2 axis
- Iy : area moment of inertia with respect to principal bending ye axis [m4]
- Iy : area moment of inertia with respect to principal bending ye axis [m4]
- K : torsional stiffness constant with respect to ze axis at the shear center [m4/rad]. For a circular section only this is identical to the polar moment of inertia.
- K : torsional stiffness constant with respect to ze axis at the shear center [m4/rad]. For a circular section only this is identical to the polar moment of inertia.
- kx : shear factor for force in principal bending xe direction [-]
- k_x : shear factor for force in principal bending xe direction [-]
- ky : shear factor for force in principal bending ye direction [-]
- k_y : shear factor for force in principal bending ye direction [-]
- A : cross sectional area [m2]
- A : cross sectional area [m2]
- pitch : structural pitch about z_c2 axis. This is the angle between the xc2 -axis defined with the c2_def command and the main principal bending axis xe.
- pitch : structural pitch about z_c2 axis. This is the angle between the xc2 -axis defined with the c2_def command and the main principal bending axis xe.
- xe : xc2-coordinate from C1/2 to center of elasticity [m]. The elastic center is the point where radial force (in the z-direction) does not contribute to bending around the x or y directions.
- xe : xc2-coordinate from C1/2 to center of elasticity [m]. The elastic center is the point where radial force (in the z-direction) does not contribute to bending around the x or y directions.