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I desperately need help to solve the following differential equation for buckling of a beam with a uniform axially applied force and a point force:

∂y(x)

^{2}/∂x

^{2}+(P+Q.x).y(x)=0

Where P and Q are constants. P is known and Q is the critical axial uniform force (N/mm) that will cause buckling.

Regards and thanks,

Hushish