MATHEMATICS 132 Applied Mathematics 1A (Engineering) SUPPLEMENTARY EXAMINATION

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

Level 7 Postgraduate Diploma in Engineering Computational mechanics using finite element method

the Further Mathematics network

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


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

ENGR-1100 Introduction to Engineering Analysis. Lecture 19

Vector Mechanics: Statics

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

ENGINEERING MECHANICS STATIC

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

ENGR-1100 Introduction to Engineering Analysis. Lecture 20

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

Eng Sample Test 4

MEE224: Engineering Mechanics Lecture 4

Calculating Truss Forces. Method of Joints

Method of Sections for Truss Analysis

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

CHAPTER 5 Statically Determinate Plane Trusses

Equilibrium Equilibrium and Trusses Trusses

CHAPTER 5 Statically Determinate Plane Trusses TYPES OF ROOF TRUSS

6.6 FRAMES AND MACHINES APPLICATIONS. Frames are commonly used to support various external loads.

Chapter 6: Structural Analysis

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

ENGR-1100 Introduction to Engineering Analysis. Lecture 13

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

STATICALLY INDETERMINATE STRUCTURES

Engineering Mechanics: Statics STRUCTURAL ANALYSIS. by Dr. Ibrahim A. Assakkaf SPRING 2007 ENES 110 Statics

Chapter 6: Structural Analysis

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

SIMPLE TRUSSES, THE METHOD OF JOINTS, & ZERO-FORCE MEMBERS

Chapter 5: Equilibrium of a Rigid Body

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

Equilibrium of a Rigid Body. Engineering Mechanics: Statics

Announcements. Trusses Method of Joints

Math 314H EXAM I. 1. (28 points) The row reduced echelon form of the augmented matrix for the system. is the matrix

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.

ME Statics. Structures. Chapter 4

7 STATICALLY DETERMINATE PLANE TRUSSES

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

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.

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

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

Equilibrium of a Particle

Mathematics MM04 (JUN15MM0401) General Certificate of Education Advanced Level Examination June Unit Mechanics TOTAL

SRSD 2093: Engineering Mechanics 2SRRI SECTION 19 ROOM 7, LEVEL 14, MENARA RAZAK

Engineering Mechanics: Statics in SI Units, 12e

The scope of the midterm exam is up to and includes Section 2.1 in the textbook (homework sets 1-4). Below we highlight some of the important items.

Lecture 17 February 23, 2018

Lecture 17 February 23, 2018

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

3.1 CONDITIONS FOR RIGID-BODY EQUILIBRIUM

Math 290, Midterm II-key

Extra Problems for Math 2050 Linear Algebra I

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

Pin-Jointed Frame Structures (Frameworks)

Lecture 14 February 16, 2018

EQUATIONS OF EQUILIBRIUM & TWO- AND THREE-FORCE MEMEBERS

Math 51, Homework-2 Solutions

Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods of Structural Analysis

Outline: Frames Machines Trusses

I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.

If A is a 4 6 matrix and B is a 6 3 matrix then the dimension of AB is A. 4 6 B. 6 6 C. 4 3 D. 3 4 E. Undefined

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

Announcements. Equilibrium of a Rigid Body

Chapter Objectives. Copyright 2011 Pearson Education South Asia Pte Ltd

CIV100: Mechanics. Lecture Notes. Module 1: Force & Moment in 2D. You Know What to Do!

Mechanics of Materials CIVL 3322 / MECH 3322

LECTURE 12: SOLUTIONS TO SIMULTANEOUS LINEAR EQUATIONS. Prof. N. Harnew University of Oxford MT 2012

STATICS. Bodies. Vector Mechanics for Engineers: Statics VECTOR MECHANICS FOR ENGINEERS: Design of a support

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

Math Linear Algebra Final Exam Review Sheet

Fall Inverse of a matrix. Institute: UC San Diego. Authors: Alexander Knop

CSL361 Problem set 4: Basic linear algebra

Statics: Lecture Notes for Sections

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method

ARC 341 Structural Analysis II. Lecture 10: MM1.3 MM1.13

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

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

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method

The analysis of trusses Mehrdad Negahban (1999)

Supplement: Statically Indeterminate Trusses and Frames

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

PHYSICS 116A Homework 7 Solutions. 0 i

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

Algebra 1. Predicting Patterns & Examining Experiments. Unit 5: Changing on a Plane Section 4: Try Without Angles

Math 51, Homework-2. Section numbers are from the course textbook.

MA 242 LINEAR ALGEBRA C1, Solutions to First Midterm Exam

Plane Trusses Trusses

Regent College. Maths Department. Core Mathematics 4. Vectors

three Equilibrium 1 and planar trusses ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2015 lecture ARCH 614

Mathematics (JUN13MM0401) General Certificate of Education Advanced Level Examination June Unit Mechanics TOTAL.

Instructions Please answer the five problems on your own paper. These are essay questions: you should write in complete sentences.

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

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

Chapter 3. Vector spaces

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

MECHANICS OF MATERIALS

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.

CP3 REVISION LECTURES VECTORS AND MATRICES Lecture 1. Prof. N. Harnew University of Oxford TT 2013

Transcription:

MATHEMATICS 132 Applied Mathematics 1A (Engineering) SUPPLEMENTARY EXAMINATION DURATION: 3 HOURS 17TH JUNE 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????? pages, including this cover page. Check that you have them all. 4. ANSWER ALL QUESTIONS. For Marker Only 1 2 3 4 5 6 7 8 9 total

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 2 QUESTION 1 [6 marks] (a) Let f = (1, 3, 5) and c = (2, 2, 1). Determine the following: (i) The unit vector ĉ in the direction of c; (1) ĉ = c (2, 2,1) c 2 = 1(2, 2, 1) = 2 +( 2) 2 +1 2 3 (2, 3 2, 1). 3 3 (ii) The projection of f on c. (2) (f ĉ)ĉ = [(1, 3, 5) ( 2 3, 2 3, 1 3 )](2 3, 2 3, 1 3 ) = ( 2 3 2 + 5 3 )(2 3, 2 3, 1 3 ) = ( 10 9, 10 9, 5 9 ). (b) Suppose u and v are unit vectors such that u v = 3. Determine the angle θ, (0 < 2 θ < π ), between u and v. (3) 2 Hence θ = π 6 or θ = 30. cosθ = u v u v = u v = 3 2.

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 3 QUESTION 2 [10 marks] Let l be the line with generic equation r(t) = (0, 2, 3) + t(1, 2, 2). (a) Prove that (1, 0, 1) is not on l. (1, 0, 1) is on l if there exist a unique t such that (1, 0, 1) = r(t) = (t, 2 + 2t, 3 + 2t). That amounts to the three equations 1 = t, 0 = 2 + 2t and 1 = 3 + 2t. Solving gives t = 1 and t = 1. t is not unique and then (1, 0, 1) is not on l. (b) Find two points on l that are at distance 3 from (1, 0, 1). (4) Any point on l has the form r(t) for some t. Now r(t) (1, 0, 1) 2 = (t 1, 2 + 2t, 2 + 2t) 2 = (t 1) 2 + 2 (2 + 2t) 2 = 9t 2 + 14t + 9. We want r(t) (1, 0, 1) 2 = 3 2 = 9 or 9t 2 + 14t + 9 = 9 or t(9t + 14) = 0. Solve to get t = 0 or t = 14 9. The two points are then r(0) = (0, 2, 3) and r( 14 9 ) = ( 14 9, 10 9, 1 9 ). (c) Find the foot Q of the perpendicular from (1, 0, 1) to l. (5) Q = (t, 2 + 2t, 3 + 2t) for some parameter t. Now the displacement from (1, 0, 1) to Q is perpendicular to the direction of the line l. Meaning (Q (1, 0, 1)) (1, 2, 2) = 0 or (t 1, 2 + 2t, 2 + 2t) (1, 2, 2) = 0 or 9t = 7 which gives t = 7 9. Finally Q = r( 7 9 ) = ( 7 9, 4 9, 13 9. (1)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 4 QUESTION 3 [11 marks] Consider the points A = (1, 2, 1), B = (0, 1, 3) and C = ( 1, 2, 5). (a) Show that the points A, B and C are not collinear and so define a unique plane Π. (2) AB = B A = ( 1, 1, 2) and AC = C A = ( 2, 0, 4). AB is not parallel to AC. Hence A, B and C are not collinear and define a unique plane. (b) (i) Find a generic equation with parameter t and s for Π. (2) r(t, s) = OA +tab + sac = (1, 2, 1)+t( 1, 1, 2) +s( 2, 0, 4) = (1 t 2s, 2 t, 1 + 2t + 4s) (ii) Find a normal n to Π. (2) i j k n = AB AC = 1 1 2 = 4i 2k = ( 4, 0, 2). 2 0 4 (iii) Find the cartesian equation for Π. (2) 4x 2z + d = 0. Now substitute A to have 4 2 + d = 0 or d = 6. Finally the cartesian equation of the plane is 4x 2z + 6 = 0.

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 5 QUESTION 3 (continued) (b) Find a formula for the foot Q of the perpendicular from X = (x 1, x 2, x 3 ) to Π. (4) We can write Q = (x 1, x 2, x 3 )+tn = (x 1 4t, x 2, x 3 2t) for some t. This means that Q is on the line passing through X and along the normal n. Now, Q is also on the plane, 4(x 1 4t) 2(x 3 2t) + 6 = 0. Solve for t to find t = 3 + x 1 10 5 + x 3. Substitute in Q 10 to finally have Q = ( 6 5 + x 1 5 2x 3 5, x 2, 3 5 2x 1 5 + 4x 3 5 ) (c) Consider the transformation that maps X = (x 1, x 2, x 3 ) R 3 to Q of (b), all vectors seen as column matrices. Write Q in matrix form and prove that it is not a linear transformation. (5) Q = = 6 + x 1 5 5 2x 3 5 x 2 3 2x 1 + 4x 3 5 5 5 6 1 5 0 + 3 2 0 5 5 0 2 5 5 0 1 0 4 5 When X = 0, Q = ( 6, 0, 5 3 ). Hence it is not a linear transformation. 5 x 1 x 2 x 3

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 6 QUESTION 4 [9 marks] Let a = (1, 2, 1), b = (1, 3, 1) and c = (1, 1, 1) be vectors. (a) Work out the cross products a b and a c. (2) i j k a b 1 2 1 = 5i + 2j + k = ( 5, 2, 1). 1 3 1 i j k a c 1 2 1 = i + 2j 3k = ( 1, 2, 3). 1 1 1 (b) Work out the triple scalar product a (b c). (2) a (b c) = (a b) c = ( 5, 2, 1) (1, 1, 1) = 8. (c) Using your answer from (b), decide if the vector a, b and c are linearly independent. (3) a a (b c) = b = 8 0. Hence the rows a, b and c are linearly independent. c (d) What is the area of the triangle ABC with edges located at a, b and c. (2) AB = b a = (0, 1, 2) and AC = c a = (0, 3, 2) Now the area of the triangle is given by 1 2 AB AC = 1 2 (3, 0, 0) = 3 2.

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 7 QUESTION 5 [10 marks] (a) Consider the matrix 1 4 3 2 A = 3 4 1 2 2 9 7 5. 5 1 4 9 Solve the system of equations Ax = 0 for x R 4. (6) 1 4 3 2 3 4 1 2 R 2 + 3R 1 2 9 7 5 R 3 + 2R 1 5 1 4 9 R 4 5R 1 1 4 3 2 0 8 8 8 0 1 1 1 R2 R 0 19 19 19 3 1 4 3 2 0 1 1 1 0 8 8 8 0 19 19 19 R 3 + 8R 2 R 4 19R 2 1 4 3 2 0 1 1 1 0 0 0 0 0 0 0 0 Put x s = s and x 4 = t parameters. Then x 2 = s + t and x 1 = 7s 2t and finally 7s st x = s + t s. t

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 8 QUESTION 5 (continued) (b) What is the rank of the matrix A in (a)? (1) Number of non zero rowsin the row echelon form of A : 2. (c) Are the columns of A linearly dependent? Explain. (3) No. A has 4 columns and rank A = 2 < 4. or column 3 depends linearly on columns 1 and 2, etc.

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 9 QUESTION 6 [11 Marks] (a) Find the inverse D 1 of the matrix 1 3 1 D = 2 0 3 1 4 2 By the method of cofactors. 3( 7) = 1. Hence (b) Find the determinant of D. D = 2 ( 10) 3( 7) = 1. D 1 1 = 12; D 1 2 = 1; D 1 3 = 8 D 2 1 = 10; D 2 2 = 1; D 2 3 = 7 D 3 1 = 9; D 3 2 = 1; D 3 3 = 6 12 10 9 D 1 = 1 1 1 8 7 6 and D = 2 ( 10) (4) (1)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 10 QUESTION 6 (Continued) (c) Use your inverse found in (a) to solve y 1 + 3y 2 y 3 = 3 2y 1 3y 3 = 1 y 1 + 4y 2 + 2y 3 = 2 The equation in matrix form reads Dy = [ 3 1 2 ] T. Hence 3 12 10 9 3 44 y = D 1 1 = 1 1 1 1 = 1 2 8 7 6 2 29. (2) (d) Use your inverse and the transpose of D to solve x 1 + 2x 2 x 3 = 4 3x 1 + 4x 3 = 6 x 1 3x 2 + 2x 3 = 7 The equation in matrix form reads D T x = [ 4 6 7 ] T. Hence x = (D T ) [ 1 4 6 7 ] = (D 1 ) [ T 4 6 7 ], and finally 12 1 8 x = 10 1 7 9 1 6. 4 6 = 7 98 83. 84 (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 11 QUESTION 7 [15 marks] The light bar AB is supported by the cables BC and BD and a ball and sucket support at A. The force F acts along the vertical at distance of 1/2 of the length of the bar from A. The magnitude of F is 200 N. The point B has coordinates B = (4, 6, 2) m. 4m y 6m B C D 4m A F x 2m z (a) Determine the displacements AB, BD and BC, the vector F and the tensions in the cables as functions of the displacements. (4) (b) Draw the free-body diagram of the bar AB showing all the external forces acting on it. (3)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 12 QUESTION 7 (Continued) (c) Evaluate the sum of moment vectors of all the external forces acting on the bar about point A. (4) (e) Write the equilibrium equations for the bar. (you are not asked to solve them). (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 13 QUESTION 8 [14 marks] Consider the truss depicted in the figure below with a pin support at B and a roller support at I. C E G I H A 000000000 111111111 000000000 111111111 000000000 111111111 B D F 300N 30 (a) Find the reactions at the supports A and I. (4) (b) Using the method of joints, find the axial force in the member BD. (4)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 14 QUESTION 8 (Continued) (c) Using the method of sections, find the axial forces in the members EG, EF and DF and decide if the members are in tension (T) or in compression (C). (6)

MATHEMATICS 132 - Applied Mathematics 1A (Engineering) Supp Exam 2011 PAGE 15 QUESTION 9 [8 Marks] Consider the figure below. D 2m A B 200N C 500N 300 N.m 2m E 0000000000 1111111111 0000000000 1111111111 0000000000 1111111111 0000000000 1111111111 (a) Draw the free body diagram of the structure showing all the external forces acting on it. (2) (b) Determine the reactions at the supports (6)