When a compressive instead of a tensile force is applied at the free end of the beam
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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
EIy'' = -Py – w(x)x/2.
Solve this equation if w(x) = w0 x, 0 < x < L, and y(0) = 0, y'(L) = 0.
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To solve this differential equation we can use the method of separation of variables First we assume ...View the full answer
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Related Book For
A First Course in Differential Equations with Modeling Applications
ISBN: 978-1111827052
10th edition
Authors: Dennis G. Zill
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