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And xc(t) is the general solution to the associate homogeneous system, x(t) = B(t)x(t) then x(t) = xc(t)xp(t) is the general solution Example 12 Let x0(t) = 4 ¡3 6 ¡7 x(t) ¡4t2 5t ¡6t2 7t1 x(t), x1(t) = 3e2t 2e2t and x2(t) = e¡5t> c c c !` A ̐V w { D x ͓ ̐ y w g T x Ɉ ڂڂꂵ Ă ̂ A ̐g ̂̔閧 ̂ Ō o Ȃ ł B D ɂ͒j ǂ ̃ m Ă c c ܂ t ^ i ̂ I v ͕ D ͏ \ 킸 Ԃ߂Ă ܂ B ŁA g C Łc c D ̍s ׂ͖\ Ă A Ă ɐ y Ɂc c B
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6 ft 4 ft 300 2x V = 0 0 x 6 6 ft 6–18 Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of x 2 kip/ft 8 kip x 10 kip 40 kip ft A 30 kip ft B 5 ft 5 ft 2 kip/ft 5 ft 6–194 1 SYSTEM OF FIRST ORDER DIFFERENTIAL EQUATIONS If xp(t) is a particular solution of the nonhomogeneous system, x(t) = B(t)x(t)b(t);1, if x ≤ a A simple computation yields E(X) = ab 2 Var(X) = (b−a)2 12 M(s) = esb −esa s(b−a) When a = 0 and b = 1, this is known as the uniform distribution over the unit interval, f(x) = 1 1
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