Cantilever beam under a concentrated load. One end is fixed. Solve for the deflection and stress of the cantilever.
y= 1/EI [-1/6Fx^3 + 1/2FL^2x - 1/3FL^3]
E Modulus of Elasticity 70 GPa
I Second Moment of Inertia (bh^3)/12
Length 0.55m
Height 0.0127m
Thickness 0.0635m
Load m=4.53kg applied 0.0325m away from the free end
and gravity = 9.81m/s^2
summary-
maximum stress induced = 13.47*106 N/m2.
maximum deflection = -6.05*10-2 mm.
Cantilever beam under a concentrated load. One end is fixed. Solve for the deflection and stress...
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