Answer: When a compressive instead of a tensile force is applied at the free end of the
Chapter 3, Problem 8(choose chapter or problem)
When a compressive instead of a tensile force is applied at the free end of the beam in Problem 7 , the differential equation of the deflection is
\(E I y^{\prime \prime}=-P y-w(x) \frac{x}{2}\) .
Solve this equation if \(w(x)=w_{0} x\), 0<x<L, and y(0)=0, \(y^{\prime}(L)=0\).
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