Question: A horizontal load P is applied to a circular steel wire ( elastic modulus = E , are moment of inertia = I ) .
A horizontal load P is applied to a circular steel wire elastic modulus are moment of
inertia I Using Castigliano's theorem, write the integrals needed to solve for total
horizontal deflection at point D Leave in integral form dont solve the integrals, but they
should be simplified and ready to solvevalue
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