© 2001 by CRC Press LLC
4. For finding a root of the polynomial x
3
–8.9x
2
–21.94x + 128.576 = 0 within
the bounds x = 0 and x = 4, the linear interpolation method is to be
applied. Show only the details involved in computation of two successive
trial guesses of the root.
5. Use the Newton-Raphson iterative method to find the root of 2X
3
–5 = 0
between X = 1 and X = 2.
6. Complex roots of a polynomial can be calculated by application of the
program FindRoot simply by treating the variable X in the polynomial
F(X) as a complex variable. Using a complex number which has a real
part and an imaginary part as an initial guess for X to evaluate F(X) and
its derivatives, both values will also be complex. The Newton-Raphson
iterative process is to be continued until both the real and imaginary parts
of F(X) are sufficiently small. According to this outline, modify program
FindRoot to generate a new program NewRaphC for determining a
complex root for the polynomial X
4
+ 5X
2
+ 4 = 0.
7. In solving eigenvalue problems (see programs CharacEq and Eigen-
ODE), the characteristic equation of an engineering system is in the form
of a polynomial. Physically, the roots of this polynomial may have the
meaning of frequency, or, buckling load, or others. In the program Eigen-
ODE, a vibrational problem leads to a characteristic equation of
3
–50
2
+ 600 – 1000 = 0. Apply the program FindRoot to find a root between
λ equal to 1 and 2 accurate to three significant figures. This root represents
the lowest frequency squared.
8. Apply the Newton-Raphson method to find a root of the polynomial f(x) =
3x
3
+ 2x
2
–x–30 = 0 by first guessing it to be equal to 3.0. Carry out two
iterative steps by hand calculation to obtain the adjustments that need to
be made in guessing the value of this root.
9. Apply the program FindRoot to solve Problem 8 given above.
10. Apply the linear interpolation method to find a root of the polynomial
f(x) = 3x
3
+ 2x
2
–x–30 = 0 between x = 1 and x = 3. Carry out two iterative
steps by hand calculation to obtain the new bounds.
12. The well known secant formula for column bucking
3
relating the average
unit load P/A to the eccentricity ratio ec/r
2
is:
where σ
max
is the proportional limit of the column, L/r is the slenderness
ratio, and E is Young’s modulus of elasticity. Solve the above transcen-
dental equation by using σ
max
= 620 MPa and E = 190 GPa to find P/A
for ec/r
2
= 0.1 and L/r = 20.
13. Solve the friction factor f from the Colebrook and White equation
6
for
the flow in a pipe (1/f)
1/2
= 1.74–0.868{(2K/D) + [18.7/Re(f)
1/2
]} where
Re is the Reynold’s number and K/D is the relative roughness parameter.
Plot a curve of f vs. Re, and compare the result with the Moody’s diagram.
14. Find the first five positive solution of the equation XJ
0
(X)–2J
1
(X) = 0
where J
0
and J
1
are the Bessel functions of order 0 and 1, respectively.
7
P A ec r L r P EA=+
()
()( )
[]
{}
σ
max
sec12
212