Cantilever Beam Slope, Deflection with Uniformly Distributed Load Formula - Civil Engineering

Formula Used:


Slope at free end = PL3 / 6EI
Deflection at any section = Px2( x3 + 6L2 - 4Lx ) / 24EI


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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