Improved Euler Method - Mathematics - Old Exam Paper, Exams of Mathematics

Main points of this past exam are: Improved Euler Method, Double Integral, Fourth Quadrants, Polar Coordinates, Partial Derivatives, Arbitrary Function, Maximum and Minimum Values, Method of Undetermined Coefficients, Strut of Length

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2012/2013

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Cork Institute of Technology
Bachelor of Engineering (Honours) in Structural Engineering – Stage 2
(Bachelor of Engineering in Structural Engineering – Stage 2)
(NFQ – Level 8)
Autumn 2005
Mathematics
(Time: 3 Hours)
Answer FIVE questions.
All questions carry equal marks.
Examiners: Mr. T. Corcoran
Prof. P. O’Donoghue
Mr. T. O Leary
1. (a) (i) Solve the differential equation below by using two different methods
3y(0)01y2
dx
dy ==
(ii) By using the Tree Term Taylor Method or the Improved Euler Method with
a step of 0.1 estimate the value of y at x=0.1. (12 marks)
(b) By evaluating a double integral locate the centroid of the region in the first and
fourth quadrants bounded by the lines y=2x, y=-2x and the circle x2+y2=20. (8 marks)
2. (a) Show that the Taylor Series expansion of f(x,y)=xln(3x-y) about the values
x=1,y=2 is given by
...2)(y
2
1
2)1)(y2(x1)(x
2
3
2)(y1)3(xy)f(x, 22 ++= (8 marks)
(b) Cartesian coordinates x and y are related to polar coordinates r and θ by the formulae
θ=
x
y
tan 1 r= 22 yx +
If stress T=g(r,θ ) is an arbitrary function in r and θ write down the relationships
between the partial derivatives of T with respect to x and y and those with r and θ .
Hence simplify as much as possible the expression
+
y
T
y
x
T
x (7 marks)
(c) Find the maximum and minimum values of V=x3-12xy+6y2+48. (5 marks)
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Cork Institute of Technology

Bachelor of Engineering (Honours) in Structural Engineering – Stage 2

(Bachelor of Engineering in Structural Engineering – Stage 2)

(NFQ – Level 8)

Autumn 2005

Mathematics

(Time: 3 Hours)

Answer FIVE questions. All questions carry equal marks.

Examiners: Mr. T. Corcoran Prof. P. O’Donoghue Mr. T. O Leary

  1. (a) (i) Solve the differential equation below by using two different methods

2 y 10 y(0) 3 dx

dy − = =

(ii) By using the Tree Term Taylor Method or the Improved Euler Method with

a step of 0.1 estimate the value of y at x=0.1. (12 marks)

(b) By evaluating a double integral locate the centroid of the region in the first and

fourth quadrants bounded by the lines y=2x, y=-2x and the circle x

2 +y

2 =20. (8 marks)

  1. (a) Show that the Taylor Series expansion of f(x,y)=xln(3x-y) about the values

x=1,y=2 is given by

(y 2) ... 2

(x 1) 2(x 1)(y 2) 2

f(x, y) 3(x 1) (y 2)

2 2 = − − − − − + − − − − + (8 marks)

(b) Cartesian coordinates x and y are related to polar coordinates r and θ by the formulae

θ= (^)  

x

y tan

1 r=

2 2 x +y

If stress T=g(r,θ ) is an arbitrary function in r and θ write down the relationships

between the partial derivatives of T with respect to x and y and those with r and θ.

Hence simplify as much as possible the expression

y

T

y x

T

x (7 marks)

(c) Find the maximum and minimum values of V=x

3 -12xy+6y

2 +48. (5 marks)

  1. (a) By using the Method of Undetermined Coefficients:

(i) Solve the differential equation

9x 90 x(0)= 12 x(0)= 0 dt

dx 6 dt

d x 2

2

    • =^ ′

(ii) Find the general solution of the differential equation

2x 2

2 8y 10e dx

dy 6 dx

d y − + = (14 marks)

(b) The deflection y at any point on a strut of length L is found by solving the

differential equation

2EI

wx ωy dx

d y 2 2

2

  • = − where EI

P

ω

2

Solve this differential equation where y is zero at x=0 and the slope of y is zero

at the midpoint of the strut. Show that the strut fails, that is, y becomes infinitely

large when P

EI

L

2 = (^2)

π

. (6 marks)

  1. (a) Find the Inverse Laplace Transform of the expression

(i) s 5 s 7 s 3

3 2

(ii) s(s 6s 8)

4s 24 2

(12 marks)

(b) By using Laplace Transforms solve the differential equations

25y 160e y(0) y(0) 0 dt

dy 6 dt

d y t 2

2

    • = = ′ = (8 marks)
  1. (a) For a variate x that can only assume values between x=0 and x=2 show that

p(x)= 20

6x 3x

2

is an acceptable probability density function. Find P(0

LAPLACE TRANSFORMS

For a function f(t) the Laplace Transform of f(t) is a function in s defined by

F(s) e f(t)dt

st

0

∫ where s>0.

f(t) F(s)

A=constant A

s

t

N N!

s

N + 1

e

at (^1)

s −a

sinhkt k

s k

2 2 −

coshkt s

s k

2 2 −

sin ωt ω

s ω

2 2

cos ωt s

s

2 2

e f(t)

at (^) F(s-a)

f (t) ′ sF(s)-f(0)

f (t) ′′ (^) s F(s)^2 − sf(0) − f (o)′

f(u)du 0

t

F(s)

s

f(u)g(t u)du 0

t

F(s)G(s)

U(t-a) (^) e

s

-as

f(t-a)U(t-a) (^) e −asF(s)

δ ( t − a) e -as

Note: coshA

e e

2

sinhA

e e

2

A A A A

=

− −