Engineering Math Exam 2008-09: MATH202, MATH7005, Mech & Process Eng, B.Eng (Hons) Mech En, Exams of Engineering Mathematics

A past examination paper from the cork institute of technology for the module 'engineering mathematics 202' (math7005) in the school of mechanical & process engineering. The examination covers topics such as eigenvalues and eigenvectors, laplace transforms, and integral calculus. Students were required to answer a set of multiple-choice questions and solve problems related to these topics.

Typology: Exams

2012/2013

Uploaded on 03/29/2013

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CORK INSTITUTE OF TECHNOLOGY
INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ
Semester 2 Examinations 2008/09
Module Title : Engineering Mathematics 202
Module Code: MATH7005
School: Mechanical & Process Engineering
Programme Title: Bachelor of Engineering (Honours) in Mechanical Engineering-Stage 2
Bachelor of Engineering (Honours) in Biomedical Engineering-Stage 2
Programme Code: EMECH_8_Y2
EBIOM_8_Y2
External Examiner(s): Dr.P.Robinson
Internal Examiner(s): Mr. T. O Leary
Instructions: Select any four questions. The questions carry equal marks.
Duration: 2 Hours
Sitting: Summer 2009
Requirements for this examination:
Note to Candidates: Please check the Programme Title and the Module Title to ensure that you have received the
correct examination paper.
If in doubt please contact an Invigilator.
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CORK INSTITUTE OF TECHNOLOGY

INSTITIÚID TEICNEOLAÍOCHTA CHORCAÍ

Semester 2 Examinations 2008/

Module Title : Engineering Mathematics 202

Module Code: MATH

School: Mechanical & Process Engineering

Programme Title: Bachelor of Engineering (Honours) in Mechanical Engineering-Stage 2 Bachelor of Engineering (Honours) in Biomedical Engineering-Stage 2

Programme Code: EMECH_8_Y EBIOM_8_Y

External Examiner(s): Dr.P.Robinson Internal Examiner(s): Mr. T. O Leary

Instructions: Select any four questions. The questions carry equal marks.

Duration: 2 Hours

Sitting: Summer 2009

Requirements for this examination:

Note to Candidates: Please check the Programme Title and the Module Title to ensure that you have received the correct examination paper. If in doubt please contact an Invigilator.

  1. (a) Find the eigenvalues and the corresponding eigenvectors of the matrices

A=

B =

Show that the eigenvectors of A are linearly independent but not mutually orthogonal. (16 marks) (b) The displacements x 1 and x 2 of two masses attached to two springs are found by solving the set of simultaneous differential equations below. By assuming periodic solutions of the form xi =Ri cos(ωt-αi ) find the general solution of this set of differential equations

1 1 2 2 1 2

2x 6x 3x 3x 8x 9x

″ = − −^ (9 marks)

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

-s -2s -3s 2 2 2 2 2 2

2e 4e 4e (^) ... s (s +1) s (s +1) s (s +1)

− + + (12 marks)

(b) By using Laplace Transform solve the differential equations

(i)

2 2

d y (^) +4 dy+3y=12U(t-2) y (0)=y(0)= dt dt

(ii)

2 2

d y (^) 4y 32sin2t y (0) y(0) 0 dt

  • = ′ = = (13 marks)
  1. (a) Consider the triangular region with vertices (-1,0), (1,0) and (0,2).

(i) If C is the perimeter of this region evaluate the line integral

2 2 C

Ñ∫12y dx +12x dy.

  1. (a) A triangular plate is of varying thickness and the mass per unit area at any point

(x,y) on the plate is given by ρ=(10+1.2x)kgm-2^. If the plate lies in the triangular region with vertices (0,0), (1,0) and (0,1) find the mass of the plate by summing vertically and by summing horizontally. (10 marks)

(b) By assuming an exponential solution find the general solution of the system of differential equations dx =x+2y+z dt dy =2x+y+z dt dz =x+y+2z dt (10 marks)

(c) Find the Inverse Laplace Transform of the expression below and sketch the function obtained -2s 2 2

(^4) - 2 +4e s s s

(5 marks)

DERIVATIVES AND INTEGRALS

f(x) a=constant f(x) x n nx n−^1 e^ ax a eax sinx cosx cosx -sinx

f(x) a=constant ∫ f(x)dx

x n xn+ if n - n+

x

1 lnx

eax 1 a

a eax sinx -cosx cosx sinx

Note : 2sinAcosB=sin(A+B)+sin(A-B) 2cosAcosB=cos(A+B)+cos(A-B) 2sinAsinB=cos(A-B)-cos(A+B) sin(-A)=-sinA cos(-A)=cosA

Z-TRANSFORMS

f(t) F(z) U(n)= z 1

z − a^ N z a

z − n (z 1)^2

z − n 2 (z 1)^3

z(z 1) −

a n f(n)  

a

F z

nf(n) -zF(z)

f(n+1) zF(z)-zf(0)

f(n+2) (^) z 2 F(z)−z^2 f(0)−zf(1)