x+ y = 50 Dividing both sides by 2 : ( ) dx By (7.2), x = 25m gives maximum area. Substituting this value into (*):

Size: px
Start display at page:

Download "x+ y = 50 Dividing both sides by 2 : ( ) dx By (7.2), x = 25m gives maximum area. Substituting this value into (*):"

Transcription

1 Solutions 7(b 1 Complete solutions to Exercise 7(b 1. Since the perimeter 100 we have x+ y 100 [ ] ( x+ y 50 ividing both sides by : y 50 x * The area A xy, substituting y 50 x gives: A x( 50 x A 50x x ifferentiating to find the stationary point: 50 x 0 gives x 5m dx d A < 0 dx By (7., x 5m gives maximum area. Substituting this value into (*: y m It seems as if the area constraint by the fence needs to be a square, x y 5m.. From the fencing of 40 m around the field we have x + y 40 y 40 x ( The area A is given by A xy x( 40 x by ( 40 x x For stationary points: 40 4x 0, 4x 40, x 60m dx To show maximum we need to differentiate again d A dx 4 < 0 By (7., when x 60m we have maximum area. To find y we substitute x 60 into ( ; y 40 ( 60 10m Observe that y is twice the length of x, x 60m and y 10m gives maximum area.. We can rewrite + k as + k C C C 1 + k ifferentiating this with respect to gives: d ( C dc C 1 + k C + k k (7. A 0, A < 0 For stationary point this is equal to zero: maximum

2 Solutions 7(b k 0 gives k Rearranging gives C. Taking the square root of both sides: k k C 1 k To check that this value of gives a minimum we need to differentiate again: d ( k C dc ( C ( Substituting C 1 k into ( gives: 1 ( C k ( C k ( k C / k C / k C C C C C C k k 1 k k > 0 ( taking the positive square root Hence by (7. when k we have minimum drag. 4. We have πr h 8 h 8 πr ( The surface area, A, is given by the base, πr, and the curved area, πrh, hence A πr + πrh πr 8 + πr πr πr + 16 r For stationary points: dr πr 16r 0 πr 16 r A πr +16r 1 r 16 π 8 π 8 Take the cube root of both sides: r 8 π π π 1 To find whether this stationary point is a maximum or minimum we use the second derivative test: d A πr 16r π + r dr dr (7. A 0, A > 0 minimum

3 Solutions 7(b Substituting r π into d A 1 dr gives d A > 0. By (7., when r dr π 1m we have a minimum surface area. How do we find h? Substitute r 1 into : π ( 8 h 1 π π ( 8 π π ( π The height and radius are equal. 5. Similar to EXAMPE 9 with 1000 replaced by V. Volume V πr h, gives V h (* π r Surface Area A πr + πrh πr V + πr πr A πr + Vr 1 4π r Vr 0 dr V 4π r r 1 1 V V V V, r r 4π π π π To show we have minimum surface area we have to differentiate again d A 4π + 4Vr dr 4V 4π + > 0 r d A dr is going to be positive because r is radius and is therefore positive. By (7., when r V 1 π we have minimum surface area. To find h we substitute r V 1 into (* and obtain π h r. 6. Factorizing the given equation gives: W M ( x x dm W ( x 0, so x 0 which gives x dx dm W ( W < 0 dx (7. M 0, M < 0 (7. A 0, A < 0 maximum minimum

4 Solutions 7(b 4 By (7., the bending moment is a maximum at x. The maximum value of M is evaluated by substituting x into M : W M ( x x W. 7. We have W W W y W ( 6EI x x ( * For stationary points dy W ( x 0, x 0, x, x ± dx 6EI x cannot be because is a length. Hence x. For maximum; d y W ( 6x dx 6EI d y W x 0 < dx EI By (7., at x we have maximum deflection. Maximum deflection can be evaluated by substituting x into (* W y ( 6EI W ( 6EI W W ( 6EI EI 8. Clearly by looking at Fig 0 it looks as if the maximum deflection will occur furthest from the fixed end, x. We need to show this by using differentiation. W 4 y x 4x 4 x 4EI + dy W 4Wx 4x 1x 8 x x x dx 4EI + + 4EI 0 factorizing a factor of 4x x 0 or x x+ 0 ( x ( x 0 x, x We have a stationary points at x 0, x and x. x cannot be because the cantilever is only of length. Also at x 0, the fixed end, there is no deflection (minimum. We need to show that at x we do have maximum deflection. (7. y 0, y < 0 maximum

5 Solutions 7(b 5 dy W 4x 1x 8 x dx 4EI + d y W 1x 4x + 8 dx 4EI Substituting x gives d y W [ dx 4EI ] W [ 4EI 4 ]< 0 By (7., at x we have maximum deflection. The value of this deflection is W 4 4 y 4 4 4EI + 4 W 4 W 4EI 4EI 9. We have p Tv mv dp T mv 0, mv T dv transposing gives T v m To show maximum for this value of v : d p T 6mv 6m dv m < 0 T Hence by (7., v gives maximum power. m 10. (i T sin( θ + 6sin( θ dt 6cos( θ + 6cos( θ dθ ( ( θ ( θ 6 cos 1 + 6cos by (4.54 ( θ + ( θ We need to solve 1 cos ( θ + 6 cos( θ 6 0 et x cos( θ : 1x + 6x 6 0 1cos 6cos 6 [ ] x + x 1 0 ividing by 6 ( x 1 ( x +1 0 gives x 1 or x 1 If cos( θ 1 then θ π. If cos( θ 1 then θ lies outside the range 0 θ < π. So θ can only be π. dt 1sin ( θ 6sin ( θ dθ d T At θ π, dθ 1sin π 6sin π < 0 By (7., at θ π we have maximum torque. (4.54 ( x ( cos cos x 1 (7. y 0, y < 0 maximum

6 Solutions 7(b 6 π π 9 (ii T sin + 6sin 7.8Nm 11. (i Similar to EXAMPE 10. ( P i R + i i R For stationary points: dp ir 1 1+ ( i i1 R( 1 0 di 1 ir i1 (* R1+ R To establish this stationary point is a minimum, use the nd derivative: dp R1+ R > 0 ( because R1 > 0 and R > 0 di1 By (7. (* gives min P. (ii Substitute for i 1 from (* into ir i 1 R 1 gives the required result.

Introduction to Differentials

Introduction to Differentials Introduction to Differentials David G Radcliffe 13 March 2007 1 Increments Let y be a function of x, say y = f(x). The symbol x denotes a change or increment in the value of x. Note that a change in the

More information

BEAM DEFLECTION THE ELASTIC CURVE

BEAM DEFLECTION THE ELASTIC CURVE BEAM DEFLECTION Samantha Ramirez THE ELASTIC CURVE The deflection diagram of the longitudinal axis that passes through the centroid of each cross-sectional area of a beam. Supports that apply a moment

More information

structural analysis Excessive beam deflection can be seen as a mode of failure.

structural analysis Excessive beam deflection can be seen as a mode of failure. Structure Analysis I Chapter 8 Deflections Introduction Calculation of deflections is an important part of structural analysis Excessive beam deflection can be seen as a mode of failure. Extensive glass

More information

Practice Final Solutions

Practice Final Solutions Practice Final Solutions Math 1, Fall 17 Problem 1. Find a parameterization for the given curve, including bounds on the parameter t. Part a) The ellipse in R whose major axis has endpoints, ) and 6, )

More information

SOLUTIONS TO THE FINAL EXAM. December 14, 2010, 9:00am-12:00 (3 hours)

SOLUTIONS TO THE FINAL EXAM. December 14, 2010, 9:00am-12:00 (3 hours) SOLUTIONS TO THE 18.02 FINAL EXAM BJORN POONEN December 14, 2010, 9:00am-12:00 (3 hours) 1) For each of (a)-(e) below: If the statement is true, write TRUE. If the statement is false, write FALSE. (Please

More information

Tangent Planes, Linear Approximations and Differentiability

Tangent Planes, Linear Approximations and Differentiability Jim Lambers MAT 80 Spring Semester 009-10 Lecture 5 Notes These notes correspond to Section 114 in Stewart and Section 3 in Marsden and Tromba Tangent Planes, Linear Approximations and Differentiability

More information

Problem 1: Calculating deflection by integration uniform load. Problem 2: Calculating deflection by integration - triangular load pattern

Problem 1: Calculating deflection by integration uniform load. Problem 2: Calculating deflection by integration - triangular load pattern Problem 1: Calculating deflection by integration uniform load Problem 2: Calculating deflection by integration - triangular load pattern Problem 3: Deflections - by differential equations, concentrated

More information

Prelim Examination 2010 / 2011 (Assessing Units 1 & 2) MATHEMATICS. Advanced Higher Grade. Time allowed - 2 hours

Prelim Examination 2010 / 2011 (Assessing Units 1 & 2) MATHEMATICS. Advanced Higher Grade. Time allowed - 2 hours Prelim Examination 00 / 0 (Assessing Units & ) MATHEMATICS Advanced Higher Grade Time allowed - hours Read Carefully. Calculators may be used in this paper.. Candidates should answer all questions. Full

More information

a Write down the coordinates of the point on the curve where t = 2. b Find the value of t at the point on the curve with coordinates ( 5 4, 8).

a Write down the coordinates of the point on the curve where t = 2. b Find the value of t at the point on the curve with coordinates ( 5 4, 8). Worksheet A 1 A curve is given by the parametric equations x = t + 1, y = 4 t. a Write down the coordinates of the point on the curve where t =. b Find the value of t at the point on the curve with coordinates

More information

Chapter 8 Supplement: Deflection in Beams Double Integration Method

Chapter 8 Supplement: Deflection in Beams Double Integration Method Chapter 8 Supplement: Deflection in Beams Double Integration Method 8.5 Beam Deflection Double Integration Method In this supplement, we describe the methods for determining the equation of the deflection

More information

Cross Product Angular Momentum

Cross Product Angular Momentum Lecture 21 Chapter 12 Physics I Cross Product Angular Momentum Course website: http://faculty.uml.edu/andriy_danylov/teaching/physicsi IN THIS CHAPTER, you will continue discussing rotational dynamics

More information

OPTIMATIZATION - MAXIMUM/MINIMUM PROBLEMS BC CALCULUS

OPTIMATIZATION - MAXIMUM/MINIMUM PROBLEMS BC CALCULUS 1 OPTIMATIZATION - MAXIMUM/MINIMUM PROBLEMS BC CALCULUS 1. Read each problem slowly and carefully. Read the problem at least three times before trying to solve it. Sometimes words can be ambiguous. It

More information

Integration is the reverse of the process of differentiation. In the usual notation. k dx = kx + c. kx dx = 1 2 kx2 + c.

Integration is the reverse of the process of differentiation. In the usual notation. k dx = kx + c. kx dx = 1 2 kx2 + c. PHYS122 - Electricity and Magnetism Integration Reminder Integration is the reverse of the process of differentiation. In the usual notation f (x)dx = f(x) + constant The derivative of the RHS gives you

More information

Green s Theorem. MATH 311, Calculus III. J. Robert Buchanan. Fall Department of Mathematics. J. Robert Buchanan Green s Theorem

Green s Theorem. MATH 311, Calculus III. J. Robert Buchanan. Fall Department of Mathematics. J. Robert Buchanan Green s Theorem Green s Theorem MATH 311, alculus III J. obert Buchanan Department of Mathematics Fall 2011 Main Idea Main idea: the line integral around a positively oriented, simple closed curve is related to a double

More information

Name: SOLUTIONS Date: 11/9/2017. M20550 Calculus III Tutorial Worksheet 8

Name: SOLUTIONS Date: 11/9/2017. M20550 Calculus III Tutorial Worksheet 8 Name: SOLUTIONS Date: /9/7 M55 alculus III Tutorial Worksheet 8. ompute R da where R is the region bounded by x + xy + y 8 using the change of variables given by x u + v and y v. Solution: We know R is

More information

Solutionbank C2 Edexcel Modular Mathematics for AS and A-Level

Solutionbank C2 Edexcel Modular Mathematics for AS and A-Level Heinemann Solutionbank: Core Maths C Page of Solutionbank C Eercise A, Question Find the values of for which f() is an increasing function, given that f() equals: (a) + 8 + (b) (c) 5 8 (d) 5 + 6 (e) +

More information

1 The Derivative and Differrentiability

1 The Derivative and Differrentiability 1 The Derivative and Differrentiability 1.1 Derivatives and rate of change Exercise 1 Find the equation of the tangent line to f (x) = x 2 at the point (1, 1). Exercise 2 Suppose that a ball is dropped

More information

MATH 228: Calculus III (FALL 2016) Sample Problems for FINAL EXAM SOLUTIONS

MATH 228: Calculus III (FALL 2016) Sample Problems for FINAL EXAM SOLUTIONS MATH 228: Calculus III (FALL 216) Sample Problems for FINAL EXAM SOLUTIONS MATH 228 Page 2 Problem 1. (2pts) Evaluate the line integral C xy dx + (x + y) dy along the parabola y x2 from ( 1, 1) to (2,

More information

Differential Equations: Homework 2

Differential Equations: Homework 2 Differential Equations: Homework Alvin Lin January 08 - May 08 Section.3 Exercise The direction field for provided x 0. dx = 4x y is shown. Verify that the straight lines y = ±x are solution curves, y

More information

Chapter 4. Motion in two and three dimensions

Chapter 4. Motion in two and three dimensions Chapter 4 Motion in two and three dimensions 4.2 Position and Displacement r =(x, y, z) =x î+y ĵ+z ˆk This vector is a function of time, describing the motion of the particle: r (t) =(x(t),y(t),z(t)) The

More information

FINAL EXAMINATION. (CE130-2 Mechanics of Materials)

FINAL EXAMINATION. (CE130-2 Mechanics of Materials) UNIVERSITY OF CLIFORNI, ERKELEY FLL SEMESTER 001 FINL EXMINTION (CE130- Mechanics of Materials) Problem 1: (15 points) pinned -bar structure is shown in Figure 1. There is an external force, W = 5000N,

More information

Math 265 (Butler) Practice Midterm III B (Solutions)

Math 265 (Butler) Practice Midterm III B (Solutions) Math 265 (Butler) Practice Midterm III B (Solutions). Set up (but do not evaluate) an integral for the surface area of the surface f(x, y) x 2 y y over the region x, y 4. We have that the surface are is

More information

MATH 10550, EXAM 2 SOLUTIONS. 1. Find an equation for the tangent line to. f(x) = sin x cos x. 2 which is the slope of the tangent line at

MATH 10550, EXAM 2 SOLUTIONS. 1. Find an equation for the tangent line to. f(x) = sin x cos x. 2 which is the slope of the tangent line at MATH 100, EXAM SOLUTIONS 1. Find an equation for the tangent line to at the point ( π 4, 0). f(x) = sin x cos x f (x) = cos(x) + sin(x) Thus, f ( π 4 ) = which is the slope of the tangent line at ( π 4,

More information

Chapter 7 FORCES IN BEAMS AND CABLES

Chapter 7 FORCES IN BEAMS AND CABLES hapter 7 FORES IN BEAMS AN ABLES onsider a straight two-force member AB subjected at A and B to equal and opposite forces F and -F directed along AB. utting the member AB at and drawing the free-body B

More information

Question 1. Ignore bottom surface. Solution: Design variables: X = (R, H) Objective function: maximize volume, πr 2 H OR Minimize, f(x) = πr 2 H

Question 1. Ignore bottom surface. Solution: Design variables: X = (R, H) Objective function: maximize volume, πr 2 H OR Minimize, f(x) = πr 2 H Question 1 (Problem 2.3 of rora s Introduction to Optimum Design): Design a beer mug, shown in fig, to hold as much beer as possible. The height and radius of the mug should be not more than 20 cm. The

More information

PUPC Grading Scheme. November 17, General Guidelines

PUPC Grading Scheme. November 17, General Guidelines PUPC Grading Scheme November 17, 17 General Guidelines Error propagation: If an answer to a question is wrong but used consistently throughout the rest of the problem (and the calculations involving the

More information

Midterm 1 practice UCLA: Math 32B, Winter 2017

Midterm 1 practice UCLA: Math 32B, Winter 2017 Midterm 1 practice UCLA: Math 32B, Winter 2017 Instructor: Noah White Date: Version: practice This exam has 4 questions, for a total of 40 points. Please print your working and answers neatly. Write your

More information

MATH 280 Multivariate Calculus Fall Integration over a curve

MATH 280 Multivariate Calculus Fall Integration over a curve dr dr y MATH 28 Multivariate Calculus Fall 211 Integration over a curve Given a curve C in the plane or in space, we can (conceptually) break it into small pieces each of which has a length ds. In some

More information

Applications of Differentiation

Applications of Differentiation MathsTrack (NOTE Feb 2013: This is the old version of MathsTrack. New books will be created during 2013 and 2014) Module9 7 Introduction Applications of to Matrices Differentiation y = x(x 1)(x 2) d 2

More information

JUST THE MATHS UNIT NUMBER INTEGRATION APPLICATIONS 10 (Second moments of an arc) A.J.Hobson

JUST THE MATHS UNIT NUMBER INTEGRATION APPLICATIONS 10 (Second moments of an arc) A.J.Hobson JUST THE MATHS UNIT NUMBER 13.1 INTEGRATION APPLICATIONS 1 (Second moments of an arc) by A.J.Hobson 13.1.1 Introduction 13.1. The second moment of an arc about the y-axis 13.1.3 The second moment of an

More information

Lecture II: Rigid-Body Physics

Lecture II: Rigid-Body Physics Rigid-Body Motion Previously: Point dimensionless objects moving through a trajectory. Today: Objects with dimensions, moving as one piece. 2 Rigid-Body Kinematics Objects as sets of points. Relative distances

More information

McGill University April Calculus 3. Tuesday April 29, 2014 Solutions

McGill University April Calculus 3. Tuesday April 29, 2014 Solutions McGill University April 4 Faculty of Science Final Examination Calculus 3 Math Tuesday April 9, 4 Solutions Problem (6 points) Let r(t) = (t, cos t, sin t). i. Find the velocity r (t) and the acceleration

More information

Calculus III. Math 233 Spring Final exam May 3rd. Suggested solutions

Calculus III. Math 233 Spring Final exam May 3rd. Suggested solutions alculus III Math 33 pring 7 Final exam May 3rd. uggested solutions This exam contains twenty problems numbered 1 through. All problems are multiple choice problems, and each counts 5% of your total score.

More information

Comb resonator design (2)

Comb resonator design (2) Lecture 6: Comb resonator design () -Intro Intro. to Mechanics of Materials School of Electrical l Engineering i and Computer Science, Seoul National University Nano/Micro Systems & Controls Laboratory

More information

C4 "International A-level" (150 minute) papers: June 2014 and Specimen 1. C4 INTERNATIONAL A LEVEL PAPER JUNE 2014

C4 International A-level (150 minute) papers: June 2014 and Specimen 1. C4 INTERNATIONAL A LEVEL PAPER JUNE 2014 C4 "International A-level" (150 minute) papers: June 2014 and Specimen 1. C4 INTERNATIONAL A LEVEL PAPER JUNE 2014 1. f(x) = 2x 3 + x 10 (a) Show that the equation f(x) = 0 has a root in the interval [1.5,

More information

Practice 10a. imathesis.com By Carlos Sotuyo

Practice 10a. imathesis.com By Carlos Sotuyo Practice 10a imathesis.com By Carlos Sotuyo Suggested solutions for exercises 7C from number 6 to 16, page 110 of Pure Mathematics 1 by Hugh Neil and Douglas Qualing. 6. y = 5 + 1 5 S 1 800 S. The derivative

More information

ENGI Multiple Integration Page 8-01

ENGI Multiple Integration Page 8-01 ENGI 345 8. Multiple Integration Page 8-01 8. Multiple Integration This chapter provides only a very brief introduction to the major topic of multiple integration. Uses of multiple integration include

More information

Mathematics 104 Fall Term 2006 Solutions to Final Exam. sin(ln t) dt = e x sin(x) dx.

Mathematics 104 Fall Term 2006 Solutions to Final Exam. sin(ln t) dt = e x sin(x) dx. Mathematics 14 Fall Term 26 Solutions to Final Exam 1. Evaluate sin(ln t) dt. Solution. We first make the substitution t = e x, for which dt = e x. This gives sin(ln t) dt = e x sin(x). To evaluate the

More information

Math 240 Calculus III

Math 240 Calculus III Calculus III Summer 2015, Session II Monday, August 3, 2015 Agenda 1. 2. Introduction The reduction of technique, which applies to second- linear differential equations, allows us to go beyond equations

More information

2.2 Separable Equations

2.2 Separable Equations 2.2 Separable Equations Definition A first-order differential equation that can be written in the form Is said to be separable. Note: the variables of a separable equation can be written as Examples Solve

More information

Handout 6: Rotational motion and moment of inertia. Angular velocity and angular acceleration

Handout 6: Rotational motion and moment of inertia. Angular velocity and angular acceleration 1 Handout 6: Rotational motion and moment of inertia Angular velocity and angular acceleration In Figure 1, a particle b is rotating about an axis along a circular path with radius r. The radius sweeps

More information

14. Rotational Kinematics and Moment of Inertia

14. Rotational Kinematics and Moment of Inertia 14. Rotational Kinematics and Moment of nertia A) Overview n this unit we will introduce rotational motion. n particular, we will introduce the angular kinematic variables that are used to describe the

More information

Statically Indeterminate Beams

Statically Indeterminate Beams Deflection Part Staticall Indeterminate eams We can use the same method that we used for deflection to analze staticall indeterminate beams lessed are the who can laugh at themselves for the shall never

More information

Angular Motion. Experiment 4

Angular Motion. Experiment 4 Experiment 4 Angular Motion Before starting the experiment, you need to be familiar with the concept of angular position θ, angular velocity ω, angular acceleration α, torque τ, moment of inertia I. See

More information

- Marine Hydrodynamics. Lecture 14. F, M = [linear function of m ij ] [function of instantaneous U, U, Ω] not of motion history.

- Marine Hydrodynamics. Lecture 14. F, M = [linear function of m ij ] [function of instantaneous U, U, Ω] not of motion history. 2.20 - Marine Hydrodynamics, Spring 2005 ecture 14 2.20 - Marine Hydrodynamics ecture 14 3.20 Some Properties of Added-Mass Coefficients 1. m ij = ρ [function of geometry only] F, M = [linear function

More information

Figure 21:The polar and Cartesian coordinate systems.

Figure 21:The polar and Cartesian coordinate systems. Figure 21:The polar and Cartesian coordinate systems. Coordinate systems in R There are three standard coordinate systems which are used to describe points in -dimensional space. These coordinate systems

More information

Figure 25:Differentials of surface.

Figure 25:Differentials of surface. 2.5. Change of variables and Jacobians In the previous example we saw that, once we have identified the type of coordinates which is best to use for solving a particular problem, the next step is to do

More information

MIDTERM 2 REVIEW: ADDITIONAL PROBLEMS. 1 2 x + 1. y = + 1 = x 1/ = 1. y = 1 2 x 3/2 = 1. into this equation would have then given. y 1.

MIDTERM 2 REVIEW: ADDITIONAL PROBLEMS. 1 2 x + 1. y = + 1 = x 1/ = 1. y = 1 2 x 3/2 = 1. into this equation would have then given. y 1. MIDTERM 2 REVIEW: ADDITIONAL PROBLEMS ) If x + y =, find y. IMPLICIT DIFFERENTIATION Solution. Taking the derivative (with respect to x) of both sides of the given equation, we find that 2 x + 2 y y =

More information

1 1 1 V r h V r 24 r

1 1 1 V r h V r 24 r February egional 8 ) f x x x f x x f ' ' 9 6 ) ) ) 6x x 6 7 N x x x N ' x N ' 6 6 x x x x x x 8 7 9 9 9 V r h V r r 6 y taking the derivative of the volume with respect to time, we can find the rate at

More information

4 Partial Differentiation

4 Partial Differentiation 4 Partial Differentiation Many equations in engineering, physics and mathematics tie together more than two variables. For example Ohm s Law (V = IR) and the equation for an ideal gas, PV = nrt, which

More information

PARAMETRIC EQUATIONS AND POLAR COORDINATES

PARAMETRIC EQUATIONS AND POLAR COORDINATES 10 PARAMETRIC EQUATIONS AND POLAR COORDINATES PARAMETRIC EQUATIONS & POLAR COORDINATES We have seen how to represent curves by parametric equations. Now, we apply the methods of calculus to these parametric

More information

worked out from first principles by parameterizing the path, etc. If however C is a A path C is a simple closed path if and only if the starting point

worked out from first principles by parameterizing the path, etc. If however C is a A path C is a simple closed path if and only if the starting point III.c Green s Theorem As mentioned repeatedly, if F is not a gradient field then F dr must be worked out from first principles by parameterizing the path, etc. If however is a simple closed path in the

More information

MOMENTS OF INERTIA FOR AREAS, RADIUS OF GYRATION OF AN AREA, & MOMENTS OF INTERTIA BY INTEGRATION

MOMENTS OF INERTIA FOR AREAS, RADIUS OF GYRATION OF AN AREA, & MOMENTS OF INTERTIA BY INTEGRATION MOMENTS OF INERTIA FOR AREAS, RADIUS OF GYRATION OF AN AREA, & MOMENTS OF INTERTIA BY INTEGRATION Today s Objectives: Students will be able to: a) Define the moments of inertia (MoI) for an area. b) Determine

More information

xy 2 e 2z dx dy dz = 8 3 (1 e 4 ) = 2.62 mc. 12 x2 y 3 e 2z 2 m 2 m 2 m Figure P4.1: Cube of Problem 4.1.

xy 2 e 2z dx dy dz = 8 3 (1 e 4 ) = 2.62 mc. 12 x2 y 3 e 2z 2 m 2 m 2 m Figure P4.1: Cube of Problem 4.1. Problem 4.1 A cube m on a side is located in the first octant in a Cartesian coordinate system, with one of its corners at the origin. Find the total charge contained in the cube if the charge density

More information

Laplace equation in polar coordinates

Laplace equation in polar coordinates Laplace equation in polar coordinates The Laplace equation is given by 2 F 2 + 2 F 2 = 0 We have x = r cos θ, y = r sin θ, and also r 2 = x 2 + y 2, tan θ = y/x We have for the partials with respect to

More information

u xx + u yy = 0. (5.1)

u xx + u yy = 0. (5.1) Chapter 5 Laplace Equation The following equation is called Laplace equation in two independent variables x, y: The non-homogeneous problem u xx + u yy =. (5.1) u xx + u yy = F, (5.) where F is a function

More information

Section 5-7 : Green's Theorem

Section 5-7 : Green's Theorem Section 5-7 : Green's Theorem In this section we are going to investigate the relationship between certain kinds of line integrals (on closed paths) and double integrals. Let s start off with a simple

More information

MULTIVARIABLE INTEGRATION

MULTIVARIABLE INTEGRATION MULTIVARIABLE INTEGRATION (PLANE & CYLINDRICAL POLAR COORDINATES) PLANE POLAR COORDINATES Question 1 The finite region on the x-y plane satisfies 1 x + y 4, y 0. Find, in terms of π, the value of I. I

More information

Instructions: No books. No notes. Non-graphing calculators only. You are encouraged, although not required, to show your work.

Instructions: No books. No notes. Non-graphing calculators only. You are encouraged, although not required, to show your work. Exam 3 Math 850-007 Fall 04 Odenthal Name: Instructions: No books. No notes. Non-graphing calculators only. You are encouraged, although not required, to show your work.. Evaluate the iterated integral

More information

AREAS, RADIUS OF GYRATION

AREAS, RADIUS OF GYRATION Chapter 10 MOMENTS of INERTIA for AREAS, RADIUS OF GYRATION Today s Objectives: Students will be able to: a) Define the moments of inertia (MoI) for an area. b) Determine the MoI for an area by integration.

More information

JUST THE MATHS UNIT NUMBER INTEGRATION APPLICATIONS 13 (Second moments of a volume (A)) A.J.Hobson

JUST THE MATHS UNIT NUMBER INTEGRATION APPLICATIONS 13 (Second moments of a volume (A)) A.J.Hobson JUST THE MATHS UNIT NUMBER 13.13 INTEGRATION APPLICATIONS 13 (Second moments of a volume (A)) by A.J.Hobson 13.13.1 Introduction 13.13. The second moment of a volume of revolution about the y-axis 13.13.3

More information

4.4: Optimization. Problem 2 Find the radius of a cylindrical container with a volume of 2π m 3 that minimizes the surface area.

4.4: Optimization. Problem 2 Find the radius of a cylindrical container with a volume of 2π m 3 that minimizes the surface area. 4.4: Optimization Problem 1 Suppose you want to maximize a continuous function on a closed interval, but you find that it only has one local extremum on the interval which happens to be a local minimum.

More information

Math 1B Final Exam, Solution. Prof. Mina Aganagic Lecture 2, Spring (6 points) Use substitution and integration by parts to find:

Math 1B Final Exam, Solution. Prof. Mina Aganagic Lecture 2, Spring (6 points) Use substitution and integration by parts to find: Math B Final Eam, Solution Prof. Mina Aganagic Lecture 2, Spring 20 The eam is closed book, apart from a sheet of notes 8. Calculators are not allowed. It is your responsibility to write your answers clearly..

More information

1. The accumulated net change function or area-so-far function

1. The accumulated net change function or area-so-far function Name: Section: Names of collaborators: Main Points: 1. The accumulated net change function ( area-so-far function) 2. Connection to antiderivative functions: the Fundamental Theorem of Calculus 3. Evaluating

More information

Multiple Choice. Compute the Jacobian, (u, v), of the coordinate transformation x = u2 v 4, y = uv. (a) 2u 2 + 4v 4 (b) xu yv (c) 3u 2 + 7v 6

Multiple Choice. Compute the Jacobian, (u, v), of the coordinate transformation x = u2 v 4, y = uv. (a) 2u 2 + 4v 4 (b) xu yv (c) 3u 2 + 7v 6 .(5pts) y = uv. ompute the Jacobian, Multiple hoice (x, y) (u, v), of the coordinate transformation x = u v 4, (a) u + 4v 4 (b) xu yv (c) u + 7v 6 (d) u (e) u v uv 4 Solution. u v 4v u = u + 4v 4..(5pts)

More information

MAC Calculus II Spring Homework #6 Some Solutions.

MAC Calculus II Spring Homework #6 Some Solutions. MAC 2312-15931-Calculus II Spring 23 Homework #6 Some Solutions. 1. Find the centroid of the region bounded by the curves y = 2x 2 and y = 1 2x 2. Solution. It is obvious, by inspection, that the centroid

More information

MATH 280 Multivariate Calculus Fall Integration over a surface. da. A =

MATH 280 Multivariate Calculus Fall Integration over a surface. da. A = MATH 28 Multivariate Calculus Fall 212 Integration over a surface Given a surface S in space, we can (conceptually) break it into small pieces each of which has area da. In me cases, we will add up these

More information

Sample Final Questions: Solutions Math 21B, Winter y ( y 1)(1 + y)) = A y + B

Sample Final Questions: Solutions Math 21B, Winter y ( y 1)(1 + y)) = A y + B Sample Final Questions: Solutions Math 2B, Winter 23. Evaluate the following integrals: tan a) y y dy; b) x dx; c) 3 x 2 + x dx. a) We use partial fractions: y y 3 = y y ) + y)) = A y + B y + C y +. Putting

More information

ENG2000 Chapter 7 Beams. ENG2000: R.I. Hornsey Beam: 1

ENG2000 Chapter 7 Beams. ENG2000: R.I. Hornsey Beam: 1 ENG2000 Chapter 7 Beams ENG2000: R.I. Hornsey Beam: 1 Overview In this chapter, we consider the stresses and moments present in loaded beams shear stress and bending moment diagrams We will also look at

More information

d dx x = d dx (10,000 - p2 ) 1/2 dx [10,000 - p2 ] p' = dv = 0 dl dv V + n Things to remember: dt dt ; dy dt = 3

d dx x = d dx (10,000 - p2 ) 1/2 dx [10,000 - p2 ] p' = dv = 0 dl dv V + n Things to remember: dt dt ; dy dt = 3 45. x 0,000 " p 2 (0,000 - p 2 ) /2 d x d (0,000 - p2 ) /2 2 (0,000 - p2 ) -/2 d [0,000 - p2 ] 2(0,000 " p 2 ) 2 (!2pp') p' "p p # 0,000 " p 2 " 0,000 " p2 p 47. (L + m)(v + n) k (L + m)() + (V + n) dl

More information

2011 Form B Solution. Jim Rahn

2011 Form B Solution. Jim Rahn Form B Solution By Jim Rahn Form B AB 6 6 S'( t) dt 7.8 mm 6 S '( t) dt.86 mm or.864 mm c) S '(7).96998 dv d( r h) dh dh r r dt dt dt dt dr since r is constant, dt dv dh r.96998 6.8 mm dt dt day d) D()=M

More information

Chapter 7: Internal Forces

Chapter 7: Internal Forces Chapter 7: Internal Forces Chapter Objectives To show how to use the method of sections for determining the internal loadings in a member. To generalize this procedure by formulating equations that can

More information

dv dx Slope of the shear diagram = - Value of applied loading dm dx Slope of the moment curve = Shear Force

dv dx Slope of the shear diagram = - Value of applied loading dm dx Slope of the moment curve = Shear Force Beams SFD and BMD Shear and Moment Relationships w dv dx Slope of the shear diagram = - Value of applied loading V dm dx Slope of the moment curve = Shear Force Both equations not applicable at the point

More information

MATH1013 Calculus I. Derivatives V ( 4.7, 4.9) 1

MATH1013 Calculus I. Derivatives V ( 4.7, 4.9) 1 1 Based on Stewart, James, Single Variable Calculus, Early Transcendentals, 7th edition, Brooks/Coles, 2012 Briggs, Cochran and Gillett: Calculus for Scientists and Engineers: Early Transcendentals, Pearson

More information

E = K + U. p mv. p i = p f. F dt = p. J t 1. a r = v2. F c = m v2. s = rθ. a t = rα. r 2 dm i. m i r 2 i. I ring = MR 2.

E = K + U. p mv. p i = p f. F dt = p. J t 1. a r = v2. F c = m v2. s = rθ. a t = rα. r 2 dm i. m i r 2 i. I ring = MR 2. v = v i + at x = x i + v i t + 1 2 at2 E = K + U p mv p i = p f L r p = Iω τ r F = rf sin θ v 2 = v 2 i + 2a x F = ma = dp dt = U v dx dt a dv dt = d2 x dt 2 A circle = πr 2 A sphere = 4πr 2 V sphere =

More information

1 st ORDER O.D.E. EXAM QUESTIONS

1 st ORDER O.D.E. EXAM QUESTIONS 1 st ORDER O.D.E. EXAM QUESTIONS Question 1 (**) 4y + = 6x 5, x > 0. dx x Determine the solution of the above differential equation subject to the boundary condition is y = 1 at x = 1. Give the answer

More information

Note: Each problem is worth 14 points except numbers 5 and 6 which are 15 points. = 3 2

Note: Each problem is worth 14 points except numbers 5 and 6 which are 15 points. = 3 2 Math Prelim II Solutions Spring Note: Each problem is worth points except numbers 5 and 6 which are 5 points. x. Compute x da where is the region in the second quadrant between the + y circles x + y and

More information

Inverse Kinematics. Mike Bailey.

Inverse Kinematics. Mike Bailey. Inverse Kinematics This work is licensed under a Creative Commons Attribution-NonCommercial- NoDerivatives 4.0 International License Mike Bailey mjb@cs.oregonstate.edu inversekinematics.pptx Inverse Kinematics

More information

Angular Motion, General Notes

Angular Motion, General Notes Angular Motion, General Notes! When a rigid object rotates about a fixed axis in a given time interval, every portion on the object rotates through the same angle in a given time interval and has the same

More information

42. Change of Variables: The Jacobian

42. Change of Variables: The Jacobian . Change of Variables: The Jacobian It is common to change the variable(s) of integration, the main goal being to rewrite a complicated integrand into a simpler equivalent form. However, in doing so, the

More information

Add Math (4047/02) Year t years $P

Add Math (4047/02) Year t years $P Add Math (4047/0) Requirement : Answer all questions Total marks : 100 Duration : hour 30 minutes 1. The price, $P, of a company share on 1 st January has been increasing each year from 1995 to 015. The

More information

Consider an elastic spring as shown in the Fig.2.4. When the spring is slowly

Consider an elastic spring as shown in the Fig.2.4. When the spring is slowly .3 Strain Energy Consider an elastic spring as shown in the Fig..4. When the spring is slowly pulled, it deflects by a small amount u 1. When the load is removed from the spring, it goes back to the original

More information

Ch 4 Differentiation

Ch 4 Differentiation Ch 1 Partial fractions Ch 6 Integration Ch 2 Coordinate geometry C4 Ch 5 Vectors Ch 3 The binomial expansion Ch 4 Differentiation Chapter 1 Partial fractions We can add (or take away) two fractions only

More information

Integration by parts (product rule backwards)

Integration by parts (product rule backwards) Integration by parts (product rule backwards) The product rule states Integrating both sides gives f(x)g(x) = d dx f(x)g(x) = f(x)g (x) + f (x)g(x). f(x)g (x)dx + Letting f(x) = u, g(x) = v, and rearranging,

More information

MATH 280 Multivariate Calculus Fall Integrating a vector field over a curve

MATH 280 Multivariate Calculus Fall Integrating a vector field over a curve MATH 280 Multivariate alculus Fall 2012 Definition Integrating a vector field over a curve We are given a vector field F and an oriented curve in the domain of F as shown in the figure on the left below.

More information

Circulation and Vorticity. The tangential linear velocity of a parcel on a rotating body is related to angular velocity of the body by the relation

Circulation and Vorticity. The tangential linear velocity of a parcel on a rotating body is related to angular velocity of the body by the relation Circulation and Vorticity 1. Conservation of Absolute Angular Momentum The tangential linear velocity of a parcel on a rotating body is related to angular velocity of the body by the relation V = ωr (1)

More information

Practice Midterm 2 Math 2153

Practice Midterm 2 Math 2153 Practice Midterm 2 Math 23. Decide if the following statements are TRUE or FALSE and circle your answer. You do NOT need to justify your answers. (a) ( point) If both partial derivatives f x and f y exist

More information

Review Test 2. MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. D) ds dt = 4t3 sec 2 t -

Review Test 2. MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. D) ds dt = 4t3 sec 2 t - Review Test MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. Find the derivative. ) = 7 + 0 sec ) A) = - 7 + 0 tan B) = - 7-0 csc C) = 7-0 sec tan

More information

MATHS 267 Answers to Stokes Practice Dr. Jones

MATHS 267 Answers to Stokes Practice Dr. Jones MATH 267 Answers to tokes Practice Dr. Jones 1. Calculate the flux F d where is the hemisphere x2 + y 2 + z 2 1, z > and F (xz + e y2, yz, z 2 + 1). Note: the surface is open (doesn t include any of the

More information

Math 147 Exam II Practice Problems

Math 147 Exam II Practice Problems Math 147 Exam II Practice Problems This review should not be used as your sole source for preparation for the exam. You should also re-work all examples given in lecture, all homework problems, all lab

More information

Parametric Equations and Polar Coordinates

Parametric Equations and Polar Coordinates Parametric Equations and Polar Coordinates Parametrizations of Plane Curves In previous chapters, we have studied curves as the graphs of functions or equations involving the two variables x and y. Another

More information

APPLICATIONS OF DERIVATIVES UNIT PROBLEM SETS

APPLICATIONS OF DERIVATIVES UNIT PROBLEM SETS APPLICATIONS OF DERIVATIVES UNIT PROBLEM SETS PROBLEM SET #1 Related Rates ***Calculators Allowed*** 1. An oil tanker spills oil that spreads in a circular pattern whose radius increases at the rate of

More information

External Work. When a force F undergoes a displacement dx in the same direction i as the force, the work done is

External Work. When a force F undergoes a displacement dx in the same direction i as the force, the work done is Structure Analysis I Chapter 9 Deflection Energy Method External Work Energy Method When a force F undergoes a displacement dx in the same direction i as the force, the work done is du e = F dx If the

More information

One side of each sheet is blank and may be used as scratch paper.

One side of each sheet is blank and may be used as scratch paper. Math 244 Spring 2017 (Practice) Final 5/11/2017 Time Limit: 2 hours Name: No calculators or notes are allowed. One side of each sheet is blank and may be used as scratch paper. heck your answers whenever

More information

SUMMER KNOWHOW STUDY AND LEARNING CENTRE

SUMMER KNOWHOW STUDY AND LEARNING CENTRE SUMMER KNOWHOW STUDY AND LEARNING CENTRE Differential Calculus 2 Contents Limits..5 Gradients, Tangents and Derivatives.6 Differentiation from First Principles.8 Rules for Differentiation..10 Chain Rule.12

More information

MTH Calculus with Analytic Geom I TEST 1

MTH Calculus with Analytic Geom I TEST 1 MTH 229-105 Calculus with Analytic Geom I TEST 1 Name Please write your solutions in a clear and precise manner. SHOW your work entirely. (1) Find the equation of a straight line perpendicular to the line

More information

Physics 121. March 18, Physics 121. March 18, Course Announcements. Course Information. Topics to be discussed today:

Physics 121. March 18, Physics 121. March 18, Course Announcements. Course Information. Topics to be discussed today: Physics 121. March 18, 2008. Physics 121. March 18, 2008. Course Information Topics to be discussed today: Variables used to describe rotational motion The equations of motion for rotational motion Course

More information

Jim Lambers MAT 280 Summer Semester Practice Final Exam Solution. dy + xz dz = x(t)y(t) dt. t 3 (4t 3 ) + e t2 (2t) + t 7 (3t 2 ) dt

Jim Lambers MAT 280 Summer Semester Practice Final Exam Solution. dy + xz dz = x(t)y(t) dt. t 3 (4t 3 ) + e t2 (2t) + t 7 (3t 2 ) dt Jim Lambers MAT 28 ummer emester 212-1 Practice Final Exam olution 1. Evaluate the line integral xy dx + e y dy + xz dz, where is given by r(t) t 4, t 2, t, t 1. olution From r (t) 4t, 2t, t 2, we obtain

More information

2003 Mathematics. Advanced Higher. Finalised Marking Instructions

2003 Mathematics. Advanced Higher. Finalised Marking Instructions 2003 Mathematics Advanced Higher Finalised Marking Instructions 2003 Mathematics Advanced Higher Section A Finalised Marking Instructions Advanced Higher 2003: Section A Solutions and marks A. (a) Given

More information

for any C, including C = 0, because y = 0 is also a solution: dy

for any C, including C = 0, because y = 0 is also a solution: dy Math 3200-001 Fall 2014 Practice exam 1 solutions 2/16/2014 Each problem is worth 0 to 4 points: 4=correct, 3=small error, 2=good progress, 1=some progress 0=nothing relevant. If the result is correct,

More information