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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