y" + 2y' + y = 0 A.E is, D² + 2D + 1 = 0 ⇒ (D + 1)² = 0 ⇒ m = – 1 The C.F. is (C1 + C2 x)e–x and P.I. = 0 Now y(0) = 0 ⇒ C1 = 0 and y(1) = 0 ⇒ C2 e–1 = 0, ⇒ C2 = 0 ⇒ C.F. = 0 ⇒ y(0.5) = 0
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