|Example 10.37. The deflection of a beam is governed by the equation d'y + 8ly = (x), where o(x) is given by the table ´dx* 113 2/3 p(x) : 81 162 243 and boundary condition y(0) = y'(0) = y"(1) = y"(1) = 0. Evaluate the deflection at the pivotal points of the beam using three sub-intervals

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