`"y" = (omega_0 * x^2)/(120* "l" * "E" * "I" ) * (10l^3 - 10l^2x + 5lx^2 - x^3)`

Enter a value for all fields

Deflection at x; Cantilever Beam - Uniformly varying load ωo (N/m) can be expressed as:

    `y =(ωo*x^2)/(120*l*E*I) *( 10*l^3 - 10*l^2*x + 5 l*l*x^2 - x^3)`
     where

    E = modulus of elasticity (Pa (N/`m^2`), N/`mm^2`, psi)
     I = moment of Inertia (`m^4`,`"mm"^4`, `"in"^4`)

    l = Length of beam(m)

    x = Horizontal distance from the point of reaction

This equation computes deflection at x Maximum intensity.