Clamped beam, point load on end


Use this calculator to determine deflection of a profile with second moment of inertia I, length l and Young's Modulus E under influence of load F.

Optionally x can be used to determine the deflection at a specific point along the axis of the profile.

νx νmax θmax l F

\( v_{max}=\dfrac {\ Fl^{3}} {3EI} \)

\(θ=\dfrac {\ Fl^{2}} {2EI} \)

\(v_{x}=\dfrac {\ Fx^{2}} {6EI} 3l-x \)