Utilize our user-friendly free online tool to calculate the slope and deflection of a cantilever beam under the influence of a uniformly distributed load. This calculator is designed to provide accurate results for analyzing the behavior of a cantilever beam and its response to distributed loading.
Cantilever beam with distributed load formula
Slope at free end = PL3 / 6EI
Deflection at any section = Px2( x3 + 6L2 – 4Lx ) / 24EI
The variables used in the formula are:
P is the externally applied load,
E is the Elastic Modulus,
I is the Area moment of Inertia,
L is the Length of the beam and
x is the position of the load