Clamped beam, divided load up to middle

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 divided load q.

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

νx νmax θmax l 2 l 2 q

\[ v_{max}=\dfrac {Ml^{2}} {2EI} \]

\[ \theta =\dfrac {Ml} {EI} \]

\[ v_{(x)}=\dfrac {Mx^{2}} {2EI}\]