What would the formula for this composition beam deflection be?

Engineering
Tutor: None Selected Time limit: 1 Day

Apr 30th, 2015

Deflected beyond load at a point x=x2. Load P at point x1

y=(P*x1^2/(6*E*I))*(3*x2-x1)

where:

E= modulus of elasticity

I= moment of inertia of the beam

Apr 30th, 2015

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Apr 30th, 2015
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Apr 30th, 2015
Dec 11th, 2016
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