^{Note: These deflection calculations can be replaced by referring to "Choosing the Correct Ultraxis Profile for your application", though results achieved graphically will be more approximate}


1 
Cantilever 



2 
Simply Supported 



3 
Rigidly Fixed Both Ends 
d_{1} = 
9.81 x P x L^{4} 
8E x 1 x 10^{7} 
d_{2} = 
5 x 9.81 x P x L^{4} 
384E x 1 x 10^{7} 
d_{3} = 
9.81 x P x L^{4} 
384E x 1 x 10^{7} 
_{max}«200N/mm^{2}
_{1} = 
F x L 
W x 10^{3} 
_{2} = 
F x L 
4W x 10^{3} 
_{3} = 
F x L 
8W x 10^{3} 
E  70 000N/mm (modulus of elasticity) 

L  Unsupported Length (mm) 
F  Load (N) 
I  Moment of Inertia (cm^{4}) 
D  Deflection of Profile (mm) 
W  Section Modulus (cm^{2} 
P  Mass of Profile (kg/m) 