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The winglet cant angle specifies the inclination of a winglet away from a stated reference direction. Here $\varphi =0$ means an upright winglet, with positive $\varphi$ tilting outward from vertical in the transverse plane. A convention measured upward from the main wing plane would instead give $90{}^{\circ }-\varphi$ for this ideal geometry. A quoted angle therefore needs its reference plane. Winglet toe angle concerns a different orientation, involving the chord and incoming flow.

For a straight unswept winglet of length $\ell$, the purely geometric projections areIf symmetric winglets attach at the tips of a main wingspan $b$, their outer-tip projected separation is $b+2\ell \sin \varphi$. With stipulated $b=10\mathrm{m}$, $\ell =0.60\mathrm{m}$ and $\varphi =20{}^{\circ }$, the vertical height is $0.5638\mathrm{m}$, each tip moves outward $0.2052\mathrm{m}$, and the total projected separation is about $10.4104\mathrm{m}$. None of these projections alone supplies a new span efficiency factor or a prediction of lift-induced drag.

Cant also changes how loads act on the supporting wing. In a right-handed frame with $y$ outward, $z$ upward and $x$ completing the triad, the rolling-moment contribution of an applied force is $M_x=y{F}_z-z{F}_y$. For a stipulated $200\mathrm{N}$ vertical force applied at the outer tip, the moment about the vehicle centreline is $1000\mathrm{N}\mathrm{m}$ when the winglet is upright and about $1041.0\mathrm{N}\mathrm{m}$ at the stated outward cant. This isolates the changed moment arm; an actual aerodynamic load need not stay vertical or keep the same magnitude when cant changes.

Richard T. Whitcomb's primary design discussion explicitly balances lift-induced drag, skin friction and wing bending moments, and discusses outward cant separately from incidence and twist. It also identifies interference at the upper-winglet root as part of the design problem.^[ref] A controlled wind tunnel comparison must therefore record forces and moments at matched conditions, rather than infer an optimum cant solely from the projected span.