Hello everyone,

I am first time using the Flexble Beam block, and I tried simple cantilever beam with mass at the free end. Deflection is not as I expected (comparing to my hand calculations). I have tried also to use Force instead of mass (with a same load quantity), but nothing changed. Is there something that I might be missing? Expected deflection of a free end is 15 mm (I have obtained 2,8 mm in Maplesim).

Thanks!