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# 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.

$$v_{max}=\dfrac {\ Fl^{3}} {3EI}$$

$$θ=\dfrac {\ Fl^{2}} {2EI}$$

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