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[aimlessweasel]

What happened to the last 2:31 of the video? Is this the Nixon tapes?

Seriously though, over 200 mm deflection in the stress analysis? That's over 2X the _width_, much less thickness. I know this is just for showing features, but please please please at least alert your viewers to common pitfalls of FEA. Any deflection over ~10% of part thickness should usually be run with nonlinear analysis. Also, use symmetry to simplify if possible, and watch out for sharp inside corners. Thanks!

[Stefkesplace]

All scales are one foot??? lol