The above beam is loaded by a distributed load per unit length of the referential scale defined by the vector field q = q(x) and a distributed moment load vector per unit length m = m(x). As a consequence of the external loads, the beam is deformed into the so-called current state where the external loads are balanced by an internal section force vector F = F(x) and an internal section moment vector M = M(x)
The internal force F has normal component $N$ and shear components $Q_y$ and $Q_z$ and the internal moment has the respective components $M_x$, $M_y$, and $M_z$. The equations of equilibrium are as follows:
What I don't understand is why is the cross product of the unit vector $i$ with $dF$ equal to zero? Thank you.

