MATHEMATICS 132 Applied Mathematics 1A (Engineering) EXAMINATION

Similar documents
MATHEMATICS 132 Applied Mathematics 1A (Engineering) SUPPLEMENTARY EXAMINATION

The centroid of an area is defined as the point at which (12-2) The distance from the centroid of a given area to a specified axis may be found by

Statics Chapter II Fall 2018 Exercises Corresponding to Sections 2.1, 2.2, and 2.3

Vector Mechanics: Statics

NAME: Section: RIN: Tuesday, May 19, :00 11:00. Problem Points Score Total 100

Lecture 20. ENGR-1100 Introduction to Engineering Analysis THE METHOD OF SECTIONS

ENGR-1100 Introduction to Engineering Analysis. Lecture 20

Ishik University / Sulaimani Architecture Department. Structure. ARCH 214 Chapter -5- Equilibrium of a Rigid Body

KINGS COLLEGE OF ENGINEERING ENGINEERING MECHANICS QUESTION BANK UNIT I - PART-A

Please review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

ENGR-1100 Introduction to Engineering Analysis. Lecture 13

E 490 FE Exam Prep. Engineering Mechanics

Announcements. Trusses Method of Joints

Physics 8 Friday, November 8, 2013

T R U S S. Priodeep Chowdhury;Lecturer;Dept. of CEE;Uttara University//TRUSS Page 1

Mechanics of Materials

ENGINEERING MECHANICS SOLUTIONS UNIT-I

FE Sta'cs Review. Torch Ellio0 (801) MCE room 2016 (through 2000B door)

Eng Sample Test 4

Engineering Mechanics Department of Mechanical Engineering Dr. G. Saravana Kumar Indian Institute of Technology, Guwahati

Equilibrium of a Particle

EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMEBERS

1. Replace the given system of forces acting on a body as shown in figure 1 by a single force and couple acting at the point A.

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

Please review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

VALLIAMMAI ENGINEERING COLLEGE SRM NAGAR, KATTANKULATHUR DEPARTMENT OF MECHANICAL ENGINEERING

STRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections

A-level MATHEMATICS. Paper 2. Exam Date Morning Time allowed: 2 hours SPECIMEN MATERIAL

Chapter 5: Equilibrium of a Rigid Body

7 STATICALLY DETERMINATE PLANE TRUSSES

EQUILIBRIUM OF A RIGID BODY & FREE-BODY DIAGRAMS

READING QUIZ. 2. When using the method of joints, typically equations of equilibrium are applied at every joint. A) Two B) Three C) Four D) Six

INTI INTERNATIONAL UNIVERSITY FOUNDATION PROGRAMME (ENGINEERING/SCIENCE) (CFSI) EGR 1203: ENGINEERING MECHANICS FINAL EXAMINATION: AUGUST 2015 SESSION

EQUILIBRIUM OF RIGID BODIES

MEE224: Engineering Mechanics Lecture 4

EQUATIONS OF EQUILIBRIUM & TWO-AND THREE-FORCE MEMEBERS

Statics deal with the condition of equilibrium of bodies acted upon by forces.

Free-Body Diagrams. Introduction

EQUILIBRIUM OF RIGID BODIES IN TWO DIMENSIONS

Pin-Jointed Frame Structures (Frameworks)

Lecture 0. Statics. Module 1. Overview of Mechanics Analysis. IDeALab. Prof. Y.Y.KIM. Solid Mechanics

I B.TECH EXAMINATIONS, JUNE ENGINEERING MECHANICS (COMMON TO CE, ME, CHEM, MCT, MMT, AE, AME, MIE, MIM)

Equilibrium Equilibrium and Trusses Trusses

EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMBERS

Calculating Truss Forces. Method of Joints

PHYS 100 (from 221) Newton s Laws Week8. Exploring the Meaning of Equations

Statics - TAM 211. Lecture 14 October 19, 2018

TUTORIAL SHEET 1. magnitude of P and the values of ø and θ. Ans: ø =74 0 and θ= 53 0

Delft Applied Mechanics Course: Statics AE1-914-I. 18 August 2004, 9:00 12:00

Paper Reference. Paper Reference(s) 6677/01 Edexcel GCE Mechanics M1 Advanced/Advanced Subsidiary

Name. ME 270 Fall 2005 Final Exam PROBLEM NO. 1. Given: A distributed load is applied to the top link which is, in turn, supported by link AC.

YEAR 13 - Mathematics Pure (C3) Term 1 plan

3.1 CONDITIONS FOR RIGID-BODY EQUILIBRIUM

where x and y are any two non-parallel directions in the xy-plane. iii) One force equation and one moment equation.

physicsandmathstutor.com Paper Reference Mechanics M1 Advanced/Advanced Subsidiary Friday 11 January 2008 Morning Time: 1 hour 30 minutes

ES226 (01) Engineering Mechanics: Statics Spring 2018 Lafayette College Engineering Division

CHAPTER 5 Statically Determinate Plane Trusses

The case where there is no net effect of the forces acting on a rigid body

Equilibrium & Elasticity

ASSOCIATE DEGREE IN ENGINEERING EXAMINATIONS SEMESTER /13

Unit 1. (a) tan α = (b) tan α = (c) tan α = (d) tan α =

CHAPTER 5 Statically Determinate Plane Trusses TYPES OF ROOF TRUSS

Continuing Education Course #207 What Every Engineer Should Know About Structures Part B Statics Applications

If the solution does not follow a logical thought process, it will be assumed in error.

3.22 Mechanical Properties of Materials Spring 2008


three Point Equilibrium 1 and planar trusses ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture

Plane Trusses Trusses

Announcements. Equilibrium of a Rigid Body

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

Truss Analysis Method of Joints. Steven Vukazich San Jose State University

Chapter 5: Equilibrium of a Rigid Body

ENGINEERING MECHANICS STATIC

Chapter 6: Structural Analysis

Lecture 17 February 23, 2018

TEST REPORT. Question file: P Copyright:

and F NAME: ME rd Sample Final Exam PROBLEM 1 (25 points) Prob. 1 questions are all or nothing. PROBLEM 1A. (5 points)

Physics 8 Wednesday, October 28, 2015

If the number of unknown reaction components are equal to the number of equations, the structure is known as statically determinate.

CHAPTER 5 ANALYSIS OF STRUCTURES. Expected Outcome:

Mechanical Design in Optical Engineering

F R. + F 3x. + F 2y. = (F 1x. j + F 3x. i + F 2y. i F 3y. i + F 1y. j F 2x. ) i + (F 1y. ) j. F 2x. F 3y. = (F ) i + (F ) j. ) j

To show how to determine the forces in the members of a truss using the method of joints and the method of sections.

1. Please complete the following short problems.

Extra Problems for Math 2050 Linear Algebra I

Time: 1 hour 30 minutes

Method of Sections for Truss Analysis

Lecture 14 February 16, 2018

Outline: Frames Machines Trusses

== Delft University of Technology == Give on the upper right. Exam STATICS /

1. The horizontal beam represented in Examination Figure 6 carries three loads P 1. and R 2

Lecture Outline Chapter 6. Physics, 4 th Edition James S. Walker. Copyright 2010 Pearson Education, Inc.

COLLEGE OF FOUNDATION AND GENERAL STUDIES PUTRAJAYA CAMPUS FINAL EXAMINATION TRIMESTER I 2012/2013

ME Statics. Structures. Chapter 4

ENGR-1100 Introduction to Engineering Analysis. Lecture 23

ES230 STRENGTH OF MATERIALS

Edexcel GCE Mechanics M1 Advanced/Advanced Subsidiary

Pulling force $ % 6 Least

Monday 10 June 2013 Morning

MECHANICS OF STRUCTURES SCI 1105 COURSE MATERIAL UNIT - I

Transcription:

MATHEMATICS 132 Applied Mathematics 1A (Engineering) EXAMINATION DURATION: 3 HOURS 26TH MAY 2011 MAXIMUM MARKS: 100 LECTURERS: PROF J. VAN DEN BERG AND DR J. M. T. NGNOTCHOUYE EXTERNAL EXAMINER: DR K. ARUNAKIRINATHER INSTRUCTIONS 1. Fill in the following: Student Number Signature: 2. Write your answers on the question paper and in the space provided. Rough work can be done on the back of each page. 3. This paper comprises 20 pages, including this cover page. Check that you have them all. 4. For answers with decimal numbers, use two decimal places. You may use g = 9.81 N/kg for the value of the gravitational constant. 5. ANSWER ALL QUESTIONS. For Marker Only 1 2 3 4 5 6 7 8 9 total

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 2 QUESTION 1 [6 marks] (a) Let f = (5, 3, 2) and c = ( 2, 2, 1). Determine the following: (i) The unit vector ĉ in the direction of c; (1) (ii) The projection of f on c. (1) (b) Suppose u and v are unit vectors such that u v = 1. Determine the angle θ between u and v. (2)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 3 QUESTION 1 (continued) (c) Prove that if u = (u 1, u 2 ), v = (v 1, v 2 ) and w = (w 1, w 2 ) are any three vectors in R 2, then u (v + w) = u v + u w. (2) QUESTION 2 [9 marks] (a) Let l be the line with generic equation r(t) = (1, 2, 1)+t(1, 0, 1). Find the two points on l that are a distance 8 from (1, 2, 1). (2) (b) Let l be the line in Question 2(a). Give examples of the following. Provide a very brief explanation in each case. (Note that in each of (i), (ii) and (iii) below many examples exist satisfying the stated condition. You need only provide one example in each case.) (i) The generic equation of a line which is parallel to l but not equal to l. (1)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 4 QUESTION 2(b) (continued) (b) (ii) The generic equation of a line that intersects with l and which is perpendicular to l. (1) (iii) The generic equation of a plane containing l. (2) (c) Let r 1 = ( 2, 1, 1) + t(1, 1, 1) and r 2 = (0, 3, 3) + t( 1, 0, 2) be the position of two particles at time t. (ii) Do the two particles collide? (1) (iii) As straight lines, do the paths of the two particle intersect? (2)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 5 QUESTION 3 [10 marks] Consider the points A = (4, 1, 1), B = (1, 1, 3) and C = (5, 1, 2). (a) Show that the points A, B and C are not collinear and so define a unique plane Π. (1) (b) (i) Find a generic equation for Π. (2) (ii) Find a normal vector to Π. (2) (iii) Find the Cartesian equation for Π. (2)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 6 QUESTION 3(b) (continued) (b) (iv) Find the foot of the perpendicular from point D = (5, 4, 2) onto Π. Hence find the shortest distance from D to Π. (3)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 7 QUESTION 4 [13 marks] Consider the system of equations Ax = b where 1 0 1 3 2 a A = 2 1 0 5 4 0 1 1 4 3 and b = c d, 6 3 0 15 12 e where a, c, d, e are parameters. (a) By row reductions, determine for which values of a, c, d and e does the equation Ax = b have a solution. (5)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 8 QUESTION 4 (Continued) (b) Let a = 1, c = 2, d = 5, e = 5 so that b = [ 1 2 5 5 ] T. What is the solution of the equation Ax = b (1) (c) Is [ 2 5 1 15 ] T a linear combination of the A 1, A 2 and A 3? If your answer is yes, find the coefficients. (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 9 QUESTION 4 (Continued) (d) What is the rank of A? (1) (e) Are the columns of A linearly independent? give reason. (1) (f) Find the matrix of the linear transformation that maps x R 3 1 to y = [ 3x 1 + 2x 2 5x 3 9x 1 6x 2 + 13x 3 x 1 11x 2 + 25x 3 ] T. (2)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 10 QUESTION 5 [6 marks] (a) Let A be an m n matrix and let y = [ y 1 y 2... y m ] with at least one non zero entry such that ya = 0. What can you say about the rank of A. (2) (b) Let A = [a ij ] be a 3 3 matrix and A i j be the cofactor ij of the matrix A. (i) Define A i j and give a formula for the expansion of the determinant A of A by row 1. (1) (ii) Evaluate briefly (1) A 1 1 a 12 + A 2 1 a 22 + A 3 1 a 32 = (a) let a = (1, 3, 4) and b = (4, 2, 3). Using the geometrical meaning of the cross product, evaluate the sine of the angle α, (0 < α < π) between a and b, and hence the angle α. (2)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 11 QUESTION 6 [16 marks] (a) B is a 3 3 matrix. (i) Find A if B 1 4B 3 + 2B 2 AB = 2B 1 + 5B 2 6B 3. 9B 1 + 2B 2 11B 3 (2) (ii) Find C if BC = [ B 1 ( 3) + B 2 + B 3 B 3 B 2 (4) + B 1 B 1 B 2 B 3 B 2 ]. (2) (b) Now let 1 2 1 A = 1 3 3. 1 3 4 Find the inverse A 1 of A using two methods. (i) the method row reductions. (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 12 QUESTION 6 (Continued) (ii) the method of cofactors. (2) (c) Using your answer of (b) above, solve the equation Ax = [ 1 3 6 ]T. (2) (d) Evaluate the determinant 3 2 1 1 2 1 1 1 1 1 1 2 1 1 2 3 (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 13 QUESTION 7 [15 marks] The box located at A weigh 20 N and is supported by the smooth inclined surface and the strings AB and AC. The coordinates of A are given by A = (8, 3, 5) m. 2 y (0,8,2) (9,12,0) C D B 16m F A E 10m 3m x z (a) Determine the vector u = DF and v = DE and hence a normal n to the plane Π containing the points D, E and F. (You may use n = u v.) (2) (b) Draw the free-body diagram of the box showing all the external forces acting on it. (2)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 14 QUESTION 7 (Continued) (c) Determine the tensions in the strings AB and AC and the normal reaction exerted by the inclined surface on the box. (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 15 QUESTION 7 (Continued) (d) Bar EG is in the xy-plane and is parallel to the x-axis. The origin is at F. The tension in the cable GH is 3 6N. Determine the reactions at the fixed support F. (6) 6m y E 6m G F z 9m H 3m

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 16 QUESTION 8 [13 marks] (a) Consider the truss depicted in the figure below with a pin support at B and a roller support at A. 500N 30 E 4m C D 4m A B 0000000000000000 1111111111111111 0000000000000000 1111111111111111 0000000000000000 1111111111111111 4m 4m (i) Find the reactions at the supports A and B. (3)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 17 QUESTION 8(a) (Continued) (ii) Using the method of joints, find the axial force in the member BC. (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 18 QUESTION 8 (Continued) (b) The axial force in the member DF of the truss is 500 N and the member is in tension. Determine the weight W of the box and the axial force in the member EF. Indicate if the member EF is in compression or in tension. (6) F 3m D E W 00000000000000000 11111111111111111 00000000000000000 11111111111111111 00000000000000000 11111111111111111 00000000000000000 11111111111111111 3m 3m

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 19 QUESTION 9 [12 Marks] (a) The box of weight W in the picture below lies in equilibrium on the smooth surface. The normal force exerted by the surface on the box is 50 N. Determine the tension in the rope and the weight W of the box. (4) 01 01 0011 0011 000111 30 0011 000111 00000 11111 0011 00000 11111 00000 11111 0011 00000 11111 0011 0011 00000 11111 0011 45 00000 11111 0011 00000000000 11111111111 00000000000 11111111111 0000000000 1111111111 000000000 111111111 000000000 111111111

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Exam 2011 PAGE 20 QUESTION 9 (Continued) (b) The support at the left end of the beam will fail if the moment about A of the 20 N force exceeds 30 N.m Based on this criterion, what is the largest allowable length l of the beam? (5) l 60 30