The following formula is for a cantilevered beam only. Don't mix units, stick to pounds and inches and your numbers should come out okay.
Ymax = PL^3/(3EI)
Where:
Ymax = Deflection at end of cantilever beam (inches)
P = Load (pounds)
L = Length of cantilever beam (inches)
E = Youngs Modulus of given material(PSI)
I = Area Moment of Inertia (in^4)
E for Aluminum = 9.9E6 PSI
E for Steel= 29.0E6 PSI
I for a solid rectangular bar: I = (BH^3)/12
Where:
B = Width
H = Height
I for rectangular tubing: I = (BH^3 - bh^3)/12
Where:
B = Outer Width
H = Outer Height
b = Inner Width
h = Inner Height
Please correct me if I missed anything. Engineers DO make mistakes![]()


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