Clamped beam, divided load


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.

q νx νmax θmax l

\[ v_{max}=\dfrac {ql^{4}} {8EI} \]

\[ \theta =\dfrac {ql^{3}} {6EI} \]

\[ v_{(x)}=\dfrac {qx^{2}} {24EI} x^{2} - 4lx + 6l^{2} \]