When a compressive instead of a tensile force is applied
Chapter 5, Problem 8E(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 i
\(E I y^{\prime \prime}=-P y-w(x) \frac{x}{2}\).
Solve this equation if \(w(x)=w_{0} x, 0<x<L\), and \(y(0)=0, y^{\prime}(L)=0\)
Text Transcription:
EIy^prime\prime=-Py-w(x)fracx2
w(x)=w_0x,0<x<L
y(0)=0,y^prime(L)=0
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