86 Higher Engineering Mathematics
f( 1 )= 53 −e^1.^92 +5cos1
3− 9 ≈ 114f( 2 )= 63 −e^3.^84 +5cos2
3− 9 ≈ 164f( 3 )= 73 −e^5.^76 +5cos1− 9 ≈ 19f( 4 )= 83 −e^7.^68 +5cos4
3− 9 ≈− 1660From these results, let a first approximation to the root
ber 1 =3.
Newton’s formula states that a better approximation to
the root,r 2 =r 1 −f(r 1 )
f′(r 1 )
f(r 1 )=f( 3 )= 73 −e^5.^76 +5cos1− 9
= 19. 35f′(x)= 3 (x+ 4 )^2 − 1 .92e^1.^92 x−5
3sinx
3f′(r 1 )=f′( 3 )= 3 ( 7 )^2 − 1 .92e^5.^76 −5
3sin1=− 463. 7Thus, r 2 = 3 −19. 35
− 463. 7= 3 + 0. 042= 3. 042 = 3. 04 ,
correct to 3 significant figures.Similarly, r 3 = 3. 042 −f( 3. 042 )
f′( 3. 042 )= 3. 042 −(− 1. 146 )
(− 513. 1 )
= 3. 042 − 0. 0022 = 3. 0398 = 3. 04 ,
correct to 3 significant figures.Sincer 2 andr 3 are the same when expressed to the
required degree of accuracy, then the required root is
3.04, correct to 3 significant figures.Now try the following exerciseExercise 37 Further problems on Newton’s
method
In Problems 1 to 7, useNewton’s methodto solve
the equations given to the accuracy stated.- x^2 − 2 x− 13 =0, correct to 3 decimal
places. [−2.742, 4.742] - 3x^3 − 10 x=14, correct to 4 significant
figures. [2.313] - x^4 − 3 x^3 + 7 x=12, correct to 3 decimal
places. [−1.721, 2.648] - 3x^4 − 4 x^3 + 7 x− 12 =0, correct to 3 deci-
mal places. [−1.386, 1.491] - 3lnx+ 4 x=5, correct to 3 decimal places.
[1.147] - x^3 =5cos2x, correct to 3 significant figures.
[−1.693,−0.846, 0.744] - 300e−^2 θ+
θ
2=6, correct to 3 significant
figures. [2.05]- Solve the equations in Problems 1 to 5,
Exercise 35, page 81 and Problems 1 to
4, Exercise 36, page 84 using Newton’s
method. - A Fourier analysis ofthe instantaneousvalue
of a waveform can be represented by:
y=
(
t+π
4)
+sint+1
8sin3tUse Newton’smethod todetermine the value
oftnear to 0.04, correct to 4 decimal places,
when the amplitude,y, is 0.880.
[0.0399]- A damped oscillationof a system is given by
the equation:
y=− 7 .4e^0.^5 tsin3t.Determine the value oftnear to 4.2, correct
to 3 significant figures, when the magnitude
yof the oscillation is zero. [4.19]- The critical speeds of oscillation,λ,ofa
loaded beam are given by the equation:
λ^3 − 3. 250 λ^2 +λ− 0. 063 = 0Determine the value ofλwhich is approx-
imately equal to 3.0 by Newton’s method,
correct to 4 decimal places. [2.9143]