`delta_max = 0.00652*(omega_0*l^4)/( "E" "I" )`

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Max Deflection at x: Beam Simply Supported at Ends – Uniformly varying load: Maximum intensity ωo (N/m) can be expressed as:

    `y = 0.00652*(ωo*l^4)/(EI)`

    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)

This equation deflection at x Uniformly varying load: Maximum deflection intensity ωo .