I would expect the thicker (albeit FFG) INFI to have greater lateral strength, but you've not listed another determining factor...blade height.
The majority of strength of steel is dependent in the direction of load (this is why "I" beams are not "H" beams....which by the way are called "wide flange" in the trade). However, there are more dynamic factors involved than just shear unless you're applying the forces perfectly perpendicular to the axis with calibrated laboratory equipment (with fixed ends). In short, prying also induces (bending) moment. Bending moment is resisted differently than shear stresses.
If you graphically charted the shear stress you'd see a steady "force" with a perpendicular "break" followed by steady/even stress.
If you graphically charted the bending moment you'd see a parabola that increased until failure.
The fact that prying is a cantilevered non-hinge force complicates things a little too.
I'm busy today at work, and not explaining these principles well. This diagram should clarify...
![[Linked Image from i64.tinypic.com]](http://i64.tinypic.com/2ni33px.gif)