Cantilever Beam Slope, Deflection for Uniform Load Formula - Civil Engineering

Formula Used:
Slope at free end = P0L3 / 6EI
Deflection at any section = P0x2 ( x3 + 6L2 - 4Lx ) / 24EI
P0 = PL / (L-x)


Where,
P0 is the Maximum intensity,
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.

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