Cantilever Beam Slope, Deflection for Load at Free End Formula - Civil Engineering

Formula


Slope at free end = PL2 / 2EI
Deflection at any section = Px2(3L-x) / 6EI


Where,

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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