This chapter discusses the kinematics and motion analysis of particles. It introduces concepts like position, displacement, velocity, and acceleration. Methods for analyzing 1D continuous and erratic motion as well as 2D and 3D curved motion are presented. The chapter also covers dependent and relative motion analysis of multiple particles using both fixed and translating coordinate systems. The goal is to establish a foundation for studying the kinetics of particles subjected to various force systems.
1. The background of Fluid Mechanics
2. Fields of Fluid mechanics
3. Introduction and Basic concepts
4. Properties of Fluids
5. Pressure and fluid statics
6. Hydrodynamics
This document discusses equilibrium of coplanar force systems and free body diagrams (FBD). It contains 13 lecture slides that cover the following key points:
- How to determine if a system of forces is in equilibrium.
- The three conditions for equilibrium of coplanar force systems.
- How to construct an FBD by removing supports and drawing all applied and reaction forces.
- Examples of different support types and how they influence reaction forces.
- Step-by-step instructions and examples for drawing FBDs of various structures and systems.
- 13 practice problems for drawing FBDs are assigned as homework.
Mechanics of Materials 8th Edition R.C. HibbelerBahzad5
This document describes a new type of battery that is safer and longer lasting than current lithium-ion batteries. It works by using sodium ions rather than lithium ions and two different metals as the electrodes. Sodium ions are able to flow back and forth between the electrodes through an electrolyte during charging and discharging. This new battery design could enable electric vehicles to travel further on a single charge and reduce the risk of fires.
The document introduces the principle of virtual work which states that for a system of bodies in equilibrium, the net work done by external forces during an arbitrary virtual displacement is zero. It describes how the principle can be used to solve problems involving the equilibrium of machines. It also discusses potential energy and how the stability of equilibrium positions can be determined from the second derivative of potential energy with respect to position. Several sample problems demonstrate applying these concepts to determine forces, positions of equilibrium, and stability.
This document discusses Castigliano's theorems for analyzing stresses and strains in structures. It explains that Castigliano's first theorem states that the partial derivative of a structure's strain energy with respect to an applied force equals the displacement at the point of application of that force. Castigliano's second theorem states that the partial derivative of strain energy with respect to a displacement equals the force that produces that displacement. The document provides mathematical expressions to calculate strain energy and uses these theorems to analyze beam deflections under applied loads.
This document discusses energy methods in elasticity theory. It defines external work done by forces and internal strain energy density due to stresses in elastic materials. Equations are presented relating external work to changes in internal strain energy for various loads, including normal stresses, shear stresses, bending moments, and torsional loads. Castigliano's theorem and the principle of virtual work are also introduced as methods to determine displacements and slopes in elastic structures.
This book is intended to cover the basic Strength of Materials of the first
two years of an engineering degree or diploma course ; it does not attempt
to deal with the more specialized topics which usually comprise the final
year of such courses.
The work has been confined to the mathematical aspect of the subject
and no descriptive matter relating to design or materials testing has been
included.
This document contains lecture notes on mechanics of solids from the Department of Mechanical Engineering at Indus Institute of Technology & Engineering. It defines key concepts such as load, stress, strain, tensile stress and strain, compressive stress and strain, Young's modulus, shear stress and strain, shear modulus, stress-strain diagrams, working stress, and factor of safety. It also discusses thermal stresses, linear and lateral strain, Poisson's ratio, volumetric strain, bulk modulus, composite bars, bars with varying cross-sections, and stress concentration. The document provides examples to illustrate how to calculate stresses, strains, moduli, and other mechanical properties for different loading conditions.
1. The background of Fluid Mechanics
2. Fields of Fluid mechanics
3. Introduction and Basic concepts
4. Properties of Fluids
5. Pressure and fluid statics
6. Hydrodynamics
This document discusses equilibrium of coplanar force systems and free body diagrams (FBD). It contains 13 lecture slides that cover the following key points:
- How to determine if a system of forces is in equilibrium.
- The three conditions for equilibrium of coplanar force systems.
- How to construct an FBD by removing supports and drawing all applied and reaction forces.
- Examples of different support types and how they influence reaction forces.
- Step-by-step instructions and examples for drawing FBDs of various structures and systems.
- 13 practice problems for drawing FBDs are assigned as homework.
Mechanics of Materials 8th Edition R.C. HibbelerBahzad5
This document describes a new type of battery that is safer and longer lasting than current lithium-ion batteries. It works by using sodium ions rather than lithium ions and two different metals as the electrodes. Sodium ions are able to flow back and forth between the electrodes through an electrolyte during charging and discharging. This new battery design could enable electric vehicles to travel further on a single charge and reduce the risk of fires.
The document introduces the principle of virtual work which states that for a system of bodies in equilibrium, the net work done by external forces during an arbitrary virtual displacement is zero. It describes how the principle can be used to solve problems involving the equilibrium of machines. It also discusses potential energy and how the stability of equilibrium positions can be determined from the second derivative of potential energy with respect to position. Several sample problems demonstrate applying these concepts to determine forces, positions of equilibrium, and stability.
This document discusses Castigliano's theorems for analyzing stresses and strains in structures. It explains that Castigliano's first theorem states that the partial derivative of a structure's strain energy with respect to an applied force equals the displacement at the point of application of that force. Castigliano's second theorem states that the partial derivative of strain energy with respect to a displacement equals the force that produces that displacement. The document provides mathematical expressions to calculate strain energy and uses these theorems to analyze beam deflections under applied loads.
This document discusses energy methods in elasticity theory. It defines external work done by forces and internal strain energy density due to stresses in elastic materials. Equations are presented relating external work to changes in internal strain energy for various loads, including normal stresses, shear stresses, bending moments, and torsional loads. Castigliano's theorem and the principle of virtual work are also introduced as methods to determine displacements and slopes in elastic structures.
This book is intended to cover the basic Strength of Materials of the first
two years of an engineering degree or diploma course ; it does not attempt
to deal with the more specialized topics which usually comprise the final
year of such courses.
The work has been confined to the mathematical aspect of the subject
and no descriptive matter relating to design or materials testing has been
included.
This document contains lecture notes on mechanics of solids from the Department of Mechanical Engineering at Indus Institute of Technology & Engineering. It defines key concepts such as load, stress, strain, tensile stress and strain, compressive stress and strain, Young's modulus, shear stress and strain, shear modulus, stress-strain diagrams, working stress, and factor of safety. It also discusses thermal stresses, linear and lateral strain, Poisson's ratio, volumetric strain, bulk modulus, composite bars, bars with varying cross-sections, and stress concentration. The document provides examples to illustrate how to calculate stresses, strains, moduli, and other mechanical properties for different loading conditions.
Chapter 5: Axial Force, Shear, and Bending MomentMonark Sutariya
1. A beam can experience three internal forces at a section - axial force, shear, and bending moment. Even for planar beams, all three forces may develop.
2. There are three types of supports - roller/link, pin, and fixed. Roller/link supports resist one force, pin supports resist two forces, and fixed supports resist two forces and a moment.
3. Beams can experience different load types - concentrated, uniform distributed, and varying distributed loads. Methods are presented to calculate the shear, axial, and bending effects of these loads on beams.
This document provides an introduction and overview of mechanics of materials. It defines key terms like stress, strain, normal stress, shear stress, factor of safety, and allowable stress. It also gives examples of calculating stresses in structural members subjected to various loads. The document is an introductory reading for a mechanics of materials course that will analyze the relationship between external forces and internal stresses and strains in structural elements.
The document discusses fluid pressure and its relationship to depth. It introduces Pascal's law and how it applies to hydraulic systems. Specifically:
1) Pressure increases with depth in fluids due to the weight of the fluid above pushing down. Pascal's law states that pressure increases are equal throughout a confined fluid.
2) Hydraulic systems use this principle to multiply forces. A small force applied to a piston with a small surface area can create a much larger force when transmitted through fluid to a piston with a larger surface area.
3) An example is given of a hydraulic car lift, where 1 kg applied to a small piston creates enough pressure to lift 10 kg with a larger piston, multiplying the applied
Solution manual fundamentals of fluid mechanics (4th edition)Guilherme Gonçalves
This document provides solutions to problems presented in the 4th edition of the textbook "Fundamentals of Fluid Mechanics". It contains over 1220 problem solutions organized by chapter in a clear, step-by-step format. The problems cover key concepts in fluid mechanics and many are designed to be solved using computer programs, spreadsheets, or programmable calculators. The document also provides the code for standard computer programs used in multiple solutions.
This document compares the Bernoulli-Euler beam theory and Timoshenko beam theory. [1] The Timoshenko beam theory accounts for transverse shear deformation, which the classical Bernoulli-Euler theory neglects. [2] The finite element models of the two theories are derived, with the Timoshenko model having a larger stiffness matrix that accounts for the additional degree of freedom from shear deformation. [3] An example problem of a simply supported beam is solved analytically and using finite elements to demonstrate the difference between the two theories.
This document discusses the impact of free jets on stationary and moving plates and vanes. It explains the impulse-momentum principle and how it is used to calculate the hydrodynamic force exerted by a jet on plates and vanes in different configurations, including stationary/moving, flat/curved, vertical/inclined. Formulas are provided for calculating the forces and determining efficiencies. Applications to radial flow turbines like the Pelton wheel are described through concepts like angular momentum. The layout of typical hydropower installations and different efficiencies of turbines are also summarized.
This document discusses calculating deflections in statically indeterminate trusses. It provides an example of calculating the deflection at point E in a pin-jointed truss subjected to a load P by drawing the free body diagram, analyzing bar forces, determining individual bar deflections, constructing a deflection diagram, and calculating the total horizontal and vertical displacement. It also discusses how statically indeterminate trusses can be analyzed by setting up simultaneous equations involving unknown reactions and forces, using compatibility conditions from known displacements, and employing techniques like superposition and symmetry.
This session covers the basics that are required to analyse indeterminate trusses to maximum of two degree indeterminacy which includes,
strain energy stored due to axial loads and bending stresses,
maxwell's reciprocal deflection theorem,
Betti's law,
castigliano's theorems,
problems based on castigliano's theorems on beams and frames,
unit load method,
problems on trusses with unit load method,
lack of fit in trusses,
temperature effect on truss members.
This document discusses beam deflection. It begins by defining beam deflection and the factors that affect it, including bending moment, material properties, and shape properties. It then presents the general formula for calculating beam deflection using double integration of the bending moment equation. Examples are given of using boundary conditions to solve for deflection in simply supported beams, cantilever beams, and beams under various loading types. Common deflection formulas are also presented.
This powerpoint presentation deals mainly about bearing stress, its concept and its applications.
Members:
BARIENTOS, Lei Anne
MARTIREZ, Wilbur
MORIONES, Jan Ebenezer
NERI, Laiza Paulene
Sir Romeo Alastre - MEC32/A1
Solution manual for mechanics of materials 10th edition hibbeler samplezammok
The document describes a problem involving two hemispherical shells that are pressed together.
1) The required torque to initiate rotation between the shells is 18.2 kip-ft due to overcoming friction.
2) The required vertical force to just pull the shells apart is 18.1 kip in order to overcome the normal force between the shells.
3) The document calculates the normal pressure, friction force, required torque, and required vertical force in detail.
This document discusses methods for determining areas, volumes, centroids, and moments of inertia of basic geometric shapes. It begins by introducing the method of integration for calculating areas and volumes. Standard formulas are provided for areas of rectangles, triangles, circles, sectors, and parabolic spandrels. Formulas are also provided for volumes of parallelepipeds, cones, spheres, and solids of revolution. The concepts of center of gravity, centroid, and center of mass are defined. Equations are given for calculating the centroids of uniform bodies, plates, wires, and line segments. Methods for finding centroids of straight lines, arcs, semicircles, and quarter circles are illustrated.
This document summarizes key concepts in plate theory from Chapter 13. Some key points:
- Flat plates are structural members where the thickness is small relative to length and width, with the middle surface lying in a plane. Plate theory reduces the 3D problem to 2D.
- Stress resultants in plates include in-plane forces (Nxx, Nyy, Nxy), bending moments (Mxx, Myy), and shears (Qx, Qy). Boundary conditions for plates include no displacement, no slope, no moment, and no shear.
- Closed-form solutions exist for rectangular and circular plates with various edge conditions (simply supported, fixed) subjected to uniform loads
Principle of virtual work and unit load methodMahdi Damghani
The document summarizes the principle of virtual work (PVW) which is a fundamental tool in analytical mechanics. It defines virtual work as the work done by a real force moving through an arbitrary virtual displacement. The PVW states that if a particle is in equilibrium, the total virtual work done by the applied forces equals zero. Examples are provided to demonstrate how PVW can be used to determine unknown internal forces and slopes by equating the virtual work of external and internal forces.
Lecture 13 torsion in solid and hollow shafts 1Deepak Agarwal
The document discusses stresses in beams and shafts subjected to torsion. It covers torsional deformation of circular shafts, shear stresses and strains from torques, polar moment of inertia, torsional rigidity, and stresses in shafts under combined bending and torsion loads. Key formulas are presented relating torque to shear stress, polar modulus, bending stress, and principal stresses under combined loading. Applications to solid and hollow circular shafts and bars subjected to forces, bending moments, shear forces, and torques are described.
Bending Stresses are important in the design of beams from strength point of view. The present source gives an idea on theory and problems in bending stresses.
This document discusses torsion in circular shafts. It defines torque as the turning force applied to a shaft multiplied by the diameter. The angle of twist is the angle of rotation at the surface of the shaft under an applied torque. Shear stress is induced in the shaft under pure torsion. The maximum torque a shaft can transmit depends on its diameter and the allowable shear stress. Assumptions in torsion theory and the polar moment of inertia are also defined. Several examples calculating shaft dimensions, torque, power, and angle of twist are provided. Shaft couplings and keys are also discussed.
This document discusses multiplication and division of integral expressions. It begins by explaining the rules for multiplying powers of the same base. When powers of the same base are multiplied, the base does not change and the exponents are added. It then explains how to multiply monomials by distributing coefficients and adding exponents of the same variables. Examples are provided to illustrate multiplying powers, monomials, and applying the rules to example problems involving distances and speeds.
This document discusses the kinematics of particles in rectilinear and curvilinear motion. It defines key concepts like position, displacement, velocity, and acceleration for both continuous and erratic rectilinear motion. Examples are provided to demonstrate how to construct velocity-time and acceleration-time graphs from a given position-time graph, and vice versa. The chapter then discusses general curvilinear motion, defining position, displacement, velocity, and acceleration using vector analysis since the curved path is three-dimensional. Fundamental problems and practice problems are also included.
Chapter 5: Axial Force, Shear, and Bending MomentMonark Sutariya
1. A beam can experience three internal forces at a section - axial force, shear, and bending moment. Even for planar beams, all three forces may develop.
2. There are three types of supports - roller/link, pin, and fixed. Roller/link supports resist one force, pin supports resist two forces, and fixed supports resist two forces and a moment.
3. Beams can experience different load types - concentrated, uniform distributed, and varying distributed loads. Methods are presented to calculate the shear, axial, and bending effects of these loads on beams.
This document provides an introduction and overview of mechanics of materials. It defines key terms like stress, strain, normal stress, shear stress, factor of safety, and allowable stress. It also gives examples of calculating stresses in structural members subjected to various loads. The document is an introductory reading for a mechanics of materials course that will analyze the relationship between external forces and internal stresses and strains in structural elements.
The document discusses fluid pressure and its relationship to depth. It introduces Pascal's law and how it applies to hydraulic systems. Specifically:
1) Pressure increases with depth in fluids due to the weight of the fluid above pushing down. Pascal's law states that pressure increases are equal throughout a confined fluid.
2) Hydraulic systems use this principle to multiply forces. A small force applied to a piston with a small surface area can create a much larger force when transmitted through fluid to a piston with a larger surface area.
3) An example is given of a hydraulic car lift, where 1 kg applied to a small piston creates enough pressure to lift 10 kg with a larger piston, multiplying the applied
Solution manual fundamentals of fluid mechanics (4th edition)Guilherme Gonçalves
This document provides solutions to problems presented in the 4th edition of the textbook "Fundamentals of Fluid Mechanics". It contains over 1220 problem solutions organized by chapter in a clear, step-by-step format. The problems cover key concepts in fluid mechanics and many are designed to be solved using computer programs, spreadsheets, or programmable calculators. The document also provides the code for standard computer programs used in multiple solutions.
This document compares the Bernoulli-Euler beam theory and Timoshenko beam theory. [1] The Timoshenko beam theory accounts for transverse shear deformation, which the classical Bernoulli-Euler theory neglects. [2] The finite element models of the two theories are derived, with the Timoshenko model having a larger stiffness matrix that accounts for the additional degree of freedom from shear deformation. [3] An example problem of a simply supported beam is solved analytically and using finite elements to demonstrate the difference between the two theories.
This document discusses the impact of free jets on stationary and moving plates and vanes. It explains the impulse-momentum principle and how it is used to calculate the hydrodynamic force exerted by a jet on plates and vanes in different configurations, including stationary/moving, flat/curved, vertical/inclined. Formulas are provided for calculating the forces and determining efficiencies. Applications to radial flow turbines like the Pelton wheel are described through concepts like angular momentum. The layout of typical hydropower installations and different efficiencies of turbines are also summarized.
This document discusses calculating deflections in statically indeterminate trusses. It provides an example of calculating the deflection at point E in a pin-jointed truss subjected to a load P by drawing the free body diagram, analyzing bar forces, determining individual bar deflections, constructing a deflection diagram, and calculating the total horizontal and vertical displacement. It also discusses how statically indeterminate trusses can be analyzed by setting up simultaneous equations involving unknown reactions and forces, using compatibility conditions from known displacements, and employing techniques like superposition and symmetry.
This session covers the basics that are required to analyse indeterminate trusses to maximum of two degree indeterminacy which includes,
strain energy stored due to axial loads and bending stresses,
maxwell's reciprocal deflection theorem,
Betti's law,
castigliano's theorems,
problems based on castigliano's theorems on beams and frames,
unit load method,
problems on trusses with unit load method,
lack of fit in trusses,
temperature effect on truss members.
This document discusses beam deflection. It begins by defining beam deflection and the factors that affect it, including bending moment, material properties, and shape properties. It then presents the general formula for calculating beam deflection using double integration of the bending moment equation. Examples are given of using boundary conditions to solve for deflection in simply supported beams, cantilever beams, and beams under various loading types. Common deflection formulas are also presented.
This powerpoint presentation deals mainly about bearing stress, its concept and its applications.
Members:
BARIENTOS, Lei Anne
MARTIREZ, Wilbur
MORIONES, Jan Ebenezer
NERI, Laiza Paulene
Sir Romeo Alastre - MEC32/A1
Solution manual for mechanics of materials 10th edition hibbeler samplezammok
The document describes a problem involving two hemispherical shells that are pressed together.
1) The required torque to initiate rotation between the shells is 18.2 kip-ft due to overcoming friction.
2) The required vertical force to just pull the shells apart is 18.1 kip in order to overcome the normal force between the shells.
3) The document calculates the normal pressure, friction force, required torque, and required vertical force in detail.
This document discusses methods for determining areas, volumes, centroids, and moments of inertia of basic geometric shapes. It begins by introducing the method of integration for calculating areas and volumes. Standard formulas are provided for areas of rectangles, triangles, circles, sectors, and parabolic spandrels. Formulas are also provided for volumes of parallelepipeds, cones, spheres, and solids of revolution. The concepts of center of gravity, centroid, and center of mass are defined. Equations are given for calculating the centroids of uniform bodies, plates, wires, and line segments. Methods for finding centroids of straight lines, arcs, semicircles, and quarter circles are illustrated.
This document summarizes key concepts in plate theory from Chapter 13. Some key points:
- Flat plates are structural members where the thickness is small relative to length and width, with the middle surface lying in a plane. Plate theory reduces the 3D problem to 2D.
- Stress resultants in plates include in-plane forces (Nxx, Nyy, Nxy), bending moments (Mxx, Myy), and shears (Qx, Qy). Boundary conditions for plates include no displacement, no slope, no moment, and no shear.
- Closed-form solutions exist for rectangular and circular plates with various edge conditions (simply supported, fixed) subjected to uniform loads
Principle of virtual work and unit load methodMahdi Damghani
The document summarizes the principle of virtual work (PVW) which is a fundamental tool in analytical mechanics. It defines virtual work as the work done by a real force moving through an arbitrary virtual displacement. The PVW states that if a particle is in equilibrium, the total virtual work done by the applied forces equals zero. Examples are provided to demonstrate how PVW can be used to determine unknown internal forces and slopes by equating the virtual work of external and internal forces.
Lecture 13 torsion in solid and hollow shafts 1Deepak Agarwal
The document discusses stresses in beams and shafts subjected to torsion. It covers torsional deformation of circular shafts, shear stresses and strains from torques, polar moment of inertia, torsional rigidity, and stresses in shafts under combined bending and torsion loads. Key formulas are presented relating torque to shear stress, polar modulus, bending stress, and principal stresses under combined loading. Applications to solid and hollow circular shafts and bars subjected to forces, bending moments, shear forces, and torques are described.
Bending Stresses are important in the design of beams from strength point of view. The present source gives an idea on theory and problems in bending stresses.
This document discusses torsion in circular shafts. It defines torque as the turning force applied to a shaft multiplied by the diameter. The angle of twist is the angle of rotation at the surface of the shaft under an applied torque. Shear stress is induced in the shaft under pure torsion. The maximum torque a shaft can transmit depends on its diameter and the allowable shear stress. Assumptions in torsion theory and the polar moment of inertia are also defined. Several examples calculating shaft dimensions, torque, power, and angle of twist are provided. Shaft couplings and keys are also discussed.
This document discusses multiplication and division of integral expressions. It begins by explaining the rules for multiplying powers of the same base. When powers of the same base are multiplied, the base does not change and the exponents are added. It then explains how to multiply monomials by distributing coefficients and adding exponents of the same variables. Examples are provided to illustrate multiplying powers, monomials, and applying the rules to example problems involving distances and speeds.
This document discusses the kinematics of particles in rectilinear and curvilinear motion. It defines key concepts like position, displacement, velocity, and acceleration for both continuous and erratic rectilinear motion. Examples are provided to demonstrate how to construct velocity-time and acceleration-time graphs from a given position-time graph, and vice versa. The chapter then discusses general curvilinear motion, defining position, displacement, velocity, and acceleration using vector analysis since the curved path is three-dimensional. Fundamental problems and practice problems are also included.
This document is an introduction to an algebra textbook for junior secondary school students in China. It covers rational numbers including positive and negative integers and fractions. It defines rational numbers on a number line with positive numbers to the right of zero and negative numbers to the left. It explains how to represent rational numbers as points on a number axis and gives examples of locating positive and negative integers and fractions on the axis. The textbook contains 8 chapters on topics like rational numbers, equations, inequalities and expressions and provides guidance for self-study.
This document discusses linear equations. It begins by defining linear equations and providing examples of linear equations in one and two variables. It then discusses how to formulate linear equations from word problems, and how to solve linear equations algebraically by adding, subtracting, multiplying, or dividing both sides of the equation by the same quantity. Examples are provided to illustrate solving linear equations algebraically. The document concludes by providing an example word problem and showing how to set it up as a linear equation to solve.
Este documento describe los detalles de un proyecto de construcción de una carretera. Explica que la carretera tendrá 6 carriles y medirá 50 kilómetros de largo. También incluirá 3 intercambiadores y se espera que reduzca el tiempo de viaje entre las dos ciudades en una hora. El costo total del proyecto se estima en $200 millones.
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Here are the steps to solve this problem:
1) Resolve each force into x and y components:
F1x = 40 cos 30° = 40(0.866) = 34.64 N
F1y = 40 sin 30° = 40(0.5) = 20 N
F2x = 30 cos 45° = 30(0.707) = 21.21 N
F2y = 30 sin 45° = 30(0.707) = 21.21 N
2) Sum the x and y components:
Rx = F1x + F2x = 34.64 + 21.21 = 55.85 N
Ry = F1y + F2y = 20 +
The document discusses number systems and provides examples of different types of numbers. It begins by explaining how early humans counted items without a formal system of numbers. The key developments were the creation of numbers and the number zero, which allowed people to answer questions about quantities.
The document then reviews natural numbers, whole numbers, and integers. It introduces rational numbers as numbers that can be expressed as fractions. Rational numbers can be positive or negative. Any number that cannot be expressed as a rational number, such as the square root of 2, is considered irrational. Real numbers include all rational and irrational numbers.
This document discusses the history and development of paper money. It explains that originally paper money was developed as a way to represent gold and silver coins to make large transactions more convenient. Over time, governments began to print paper money that was not backed by precious metals, which led to inflation. The document outlines some of the challenges faced by governments in managing paper currency.
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive functioning. Exercise causes chemical changes in the brain that may help boost feelings of calmness, happiness and focus.
This document discusses kinematics concepts related to particle dynamics, including:
1) Rectilinear and curvilinear motion, describing the position, velocity, and acceleration of particles moving along straight and curved paths. Formulas are provided for determining motion given acceleration as a function of time, position, or velocity.
2) Examples of uniform and uniformly accelerated rectilinear motion, where acceleration is zero or constant, providing equations for relating position, velocity, and acceleration over time.
3) Discussion of relative motion between particles moving along the same line, noting the importance of using a common reference for time and measuring displacements relative to each other.
The document is a chapter from an engineering mechanics textbook covering statics. It provides 11 example problems involving drawing free body diagrams to represent physical systems. The problems include spheres, beams, cranes, rods, and other objects, and require identifying the relevant forces and calculating reactions. Solutions are provided for each problem, with diagrams and step-by-step working. The chapter demonstrates how to set up and solve static equilibrium problems using free body diagrams.
Mechanics of materials solution manual (3 rd ed , by beer, johnston, & dewolf)Pawnpac
This document describes the steps needed to prepare and ship a product order. It details obtaining the necessary parts, assembling the product, testing it, and then packing and shipping it to the customer. The key steps are: obtaining the parts from vendors, assembling the product according to specifications, thoroughly testing the assembled product, and safely packing it for shipment along with necessary documentation.
The instructor's manual provides concise solutions to problems to allow instructors to check their work. It requests that the solutions not be used for classroom teaching. Additionally, it contains approximately 40 solved transparency problems that instructors can reproduce for classroom use to illustrate applications of the textbook concepts.
This document provides information about an Engineering Mechanics - Dynamics course. It includes details like the course objectives, outcomes, evaluation criteria, topics to be covered, and textbook. The course aims to develop students' abilities in basic engineering mechanics concepts and analyzing static and dynamic systems. It will cover topics like kinematics, kinetics, Newton's laws, energy and momentum. Students will be evaluated based on midterm, final exams and understanding of concepts. Lecture notes and Hibbeler's textbook will be course materials.
This document is the preface to a 1921 textbook titled "Analytical Mechanics for Engineers" by Fred B. Seely and Newton E. Ensign. The preface outlines the book's aims, organization, and treatment of statics, kinematics, and kinetics. It emphasizes developing principles from common experience, applying them to practical problems, and highlighting the physical interpretation over the mathematical. Illustrative problems are included throughout with some answers provided. The preface acknowledges influences from other professors and thanks various people involved in the book's production.
The document summarizes a paper that uses Kane's method to model the dynamics of a small helicopter. It reviews the paper's motivation for dynamic modeling, provides an overview of Kane's method and popular modeling techniques, and walks through the paper's application of Kane's method to the helicopter system. This includes deriving the helicopter's kinematics, defining generalized coordinates and speeds, calculating partial velocities and forces, and determining the final equations of motion.
This document provides information about an engineering dynamics course, including its synopsis, outcomes, topics, and teaching plan. The course applies principles of dynamics including kinetics, kinematics, energy and momentum methods to analyze motion. Key topics include particle and rigid body kinetics and kinematics in one and two dimensions. By the end of the course, students should be able to solve dynamics problems, explain energy and momentum methods, and conduct a dynamics experiment. The course runs over 15 weeks and covers topics such as particle kinematics and kinetics, systems of particles, and rigid body kinematics.
This course covers fundamental engineering mechanics principles including statics, kinetics, and kinematics. It focuses on concepts like forces, moments, couples, centers of gravity, moment of inertia, friction, simple machines, and motion. The syllabus is divided into 9 units that address these topics, their applications in solving real-world problems, and includes laboratory work and assignments to solidify learning.
Introduction to engineering mechanics: ClassificationNayeemshaikshaik
This document provides an introduction to engineering mechanics and its classifications. Engineering mechanics can be classified based on researchers into classical mechanics, relativistic mechanics, and quantum mechanics. It can also be classified based on the type of body into mechanics of rigid bodies, deformable bodies, and fluids. Additionally, engineering mechanics is divided into statics and dynamics. Statics deals with bodies at rest while dynamics considers bodies in motion, and can be further broken down into kinetics and kinematics.
This document summarizes the Week 1 content of a class on Fundamentals of Engineering Mechanics. The week covers introductions to key concepts like vectors, scalars, particles and systems of units. It also defines principles like the laws of parallelogram and triangle of forces. The class lectures proceed from fundamental definitions to statics topics like forces on rigid bodies.
The document discusses finite element analysis and provides information on various topics related to it. It begins by listing the three methods of engineering analysis as experimental, analytical, and numerical/approximate methods. It then defines key finite element concepts such as finite element, finite element analysis, common element types, nodes, discretization, and the three phases of finite element method. It also discusses structural and non-structural problems, common methods associated with finite element analysis such as force method and stiffness method, and why polynomials are commonly used for interpolation in finite element analysis.
Duffing oscillator and driven damped pendulumYiteng Dang
This document is a bachelor thesis that analyzes two chaotic nonlinear systems - the Duffing oscillator and the driven damped pendulum - using analytic and numerical techniques. The thesis provides theoretical background on nonlinear dynamical systems and analytic methods like averaging and Melnikov's method. It then applies these techniques to study features of the Duffing oscillator and driven damped pendulum, and concludes by comparing the two systems.
analyzing system of motion of a particlesvikasaucea
This document discusses analyzing the motion of particle systems using Newton's laws of motion. It begins by defining a particle and describing the position, velocity, and acceleration vectors of a particle. It then discusses how to use Newton's laws to calculate the forces needed to cause a particle to move in a particular way and how to derive equations of motion for particle systems. Examples are provided on simple harmonic motion and calculating the forces required to tip over a bicycle. The document concludes by outlining the general procedure for deriving and solving equations of motion for systems of particles.
1. Engineering mechanics deals with the behavior of bodies at rest or in motion. It is divided into statics (study of bodies at rest) and dynamics (study of bodies in motion). Dynamics is further divided into kinematics (motion without forces) and kinetics (motion with forces).
2. The document defines key terms like vector quantity (specified by magnitude and direction), scalar quantity (specified by magnitude only), and moment of a force (the tendency of a force to rotate or twist a body about a pivot point).
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3. 12
Kinematics of a
Particie 3
Chapter Objectives 3
12.1 Introduction 3
12.2 Rectilinear Kinematics: Continuous Motion 5
12.3 Rectilinear Kinematics: Erratic Motion 19
12.4 General Curvilinear Motion 32
12.5 Curvilinear Motion: Rectangular Components 34
12.6 Motion of a Projectile 39
12.7 Curvilinear Motion: Normal and Tangential Components 53
12.8 Curvilinear Motion: Cylindrical
Components 67
12.9 Absolute Dependent Motion Analysis of Two Particles 81
12.10 Relative-Motion of Two Particles Using Translating
Axes 87
13
Kinetics of a
Particie: Force and
Acceleration 107
Chapter Objectives 107
13.1 Newton's Second Law of Motion 107 13.2
The Equation of Motion 110
13.3 Equation of Motion for a System of Particles 112
13.4 Equations of Motion: Rectangular Coordinates 114
13.5 Equations of Motion: Normal and
Tangential Coordinates 131 13.6
Equations of Motion: Cylindrical
Coordinates 144
*13.7 Central-Force Motion and Space Mechanics 155
4. XVIII CONTENTS
14
Kinetics of a Particie:
Work and Energy 169
Chapter Objectives 169
14.1 The Work of a Force 169
14.2 Principle of Work and Energy 174
14.3 Principle of Work and Energy for a System
of Particles 176
14.4 Power and Efficiency 192
14.5 Conservative Forces and Potential
Energy 201
14.6 Conservation of Energy 205
15
Kinetics of a
Particie: Impulse
and Momentum 221
Chapter Objectives 221
15.1 Principle of Linear Impulse and
Momentum 221
15.2 Principle of Linear Impulse and Momentum
for a System of Particies 228
15.3 Conservation of Linear Momentum for a
System of Particies 236
15.4 Impact 248
15.5 Angular Momentum 262
15.6 Relation Between Moment of a Force and
Angular Momentum 263
15.7 Principle of Angular Impulse and
Momentum 266
15.8 Steady Flow of a Fluid Stream 277
*15.9 Propulsion with Variabie Mass 282
Review
1. Kinematics and Kinetics of a Particie 298
5. CONTENTS X I X
1b
Planar Kinematics of
a Rigid Body 311
Cha pter Objectives 311
16.1 Planar Rigid-Body Motion 311
16.2 Translation 313
16.3 Rotation about a Fixed Axis 314
16.4 Absolute Motion Analysis 329
16.5 Relative-Motion Analysis: Velocity 337
16.6 Instantaneous Center of Zero Velocity 351
16.7 Relative-Motion Analysis:
Acceleration 363
16.8 Relative-Motion Analysis using Rotating
Axes 377
17
Planar Kinetics of a
Rigid Body: Force and
Acceleration 395
Chapter Objectives 395
17.1 Mass Moment of Inertia 395
17.2 Planar Kinetic Equations of Motion 409
17.3 Equations of Motion: Translation 412 17.
4 Equations of Motion: Rotation about a
Fixed Axis 425
17.5 Equations of Motion: General Piane
Motion 440
6. XX
CONTENTS
18
Planar Kinetics of
a Rigid Body:
Work and Energy
455
Chapter Objectives 455
18.1 Kinetic Energy 455
18.2 The Work of a Force 458
18.3 The Work of a Couple Moment 460
18.4 Principle of Work and Energy 462 18.
5 Conservation of Energy 477
19
Planar Kinetics of a
Rigid Body: Impulse
and Momentum 495
Chapter Objectives 495
19.1 Linear and Angular Momentum 495 19.
2 Principle of Impulse and Momentum 501
19.3 Conservation of Momentum 517 *19.4
Eccentric Impact 521
Review
2. Planar Kinematics and Kinetics of a Rigid
Body 534
7. PREFACE X X I
20
Three-
Dimensional
Kinematics of a Ri
gid Body 549
Chapter Objectives 549
20.1 Rotation About a Fixed Point 549
20.2 The Time Derivative of a Vector Measured
from Either a Fixed or Translating-Rotating
System 552
20.3 General Motion 557
20.4 Relative-Motion Analysis Using
Translating and Rotating Axes 566
21
Three-
Dimensional
Kinetics of a Rigid
Body 579
Chapter Objectives 579
*21.1 Moments and Products of Inertia 579
21.2 Angular Momentum 589
21.3 Kinetic Energy 592
*21.4 Equations of Motion 600
*21.5 Gyroscopic Motion 614
21.6 Torque-Free Motion 620
8. XXII PREFACE
22
Vibrations 631
Chapter Objectives 631
*22.1 Undamped Free Vibration 631
*22.2 Energy Methods 645
*22.3 Undamped Forced Vibration 651 *22.4
Viscous Damped Free Vibration 655 *22.5
Viscous Damped Forced Vibration 658 *22.6
Electrical Circuit Analogs 661
Appendix
A. Mathematical Expressions 670
B. Vector Analysis 672
C. The Chain Rule 677
Fundamental
Problems Partial
Solutions and
Answers 680
Answers to
Selected Problems
701
Index 721
9. CREDITS
Chaptcr opening images are credited as follows:
Chapter 12, O Bano12007 I Dreamstime.com
Chapter 13, 0 Skvoor I Dreamstime.com
Chapter 14, O Alan Haynes.com / Alamy
Chapter 15, 0 Charles William Lupica /
Alamy Chapter 16, Faraways/Shutterstock.
com Chapter 17, O Toshil2 I Dreamstime.
com Chapter 18, 0 Oleksiy Maksymenko /
Alamy Chapter 19, iofoto/Shutterstock.com
Chapter 20, O Juice Images / Alamy Chapter
21, 0 imagebroker / Alamy Chapter 22, 0 Joe
Belanger / Alamy Cover O Nick M. Do /
iStockphoto.com
Other images provided by the author.
XXI I I
10. Chapter 1 2
ddmiffi.
Although each of these boats is rather large, from a distance their motion can
be analyzed as if each were a particie.
11. Kinematics of a Particie
CHAPTER OBJECTIVES
• To introduce the concepts of position, displacement, velocity,
and acceleration.
• To study particie motion along a straight line and represent
this motion graphically.
• To investigate particie motion along a curved path using
different coordinate systems.
• To present an analysis of dependent motion of twe particies.
• To examine the principles of relative motion of twe particles
using transiating axes.
12.1 Introduction
Mechanice is a branch of the physical sciences that is concerned with the
state of rest or motion of bodies subjected to the action of forces.
Engineering mechanics is divided into twe areas of study, namely, statics
and dynamics. Statics is concerned with the equilibrium of a body that is
either at rest or moves with constant velocity. Here we will consider
dynamics, which deals with the accelerated motion of a body.The subject
of dynamics will be presented in twe parts: kinematics, which trcats only
the geometrie aspects of thc motion, and kinetics, which is thc analysis of
the forces causing the motion. To develop these principles, the dynamics
of a particie will be discussed first, followed by topics in rigid-body
dynamics in twa and then three dimensions.
12. 4 C H A P T E R 12 K I N E M A T I C S O F A P A R T I C L E
Historically, the principles of dynamics developed when it was
12 possible to make an accurate measurement of time. Galileo Galilei
(1564-1642) was one of the first major contributors to this field. His
work consisted of experiments using pendulums and falling bodies. The
most significant contributions in dynamics, however, were made by
Isaac Newton (1642-1727), who is noted for his formulation of the three
fundamental laws of motion and the law of universal gravitational
attraction. Shortly after these laws were postulated, important techniques
for their application were developed by Euler, D'Alembert, Lagrange,
and others.
There are many problems in engineering whose solutions require
application of the principles of dynamics. Typically the structural
design of any vehicle, such as an automobile or airplane, requires
consideration of the motion to which it is subjected. This is also true
for many mechanical devices, such as motors, pumps, movable tools,
industrial manipulators, and machinery. Furthermore, predictions of
the motions of artificial satellites, projectiles, and spacecraft are based
on the theory of dynamics. With further advances in technology, there
will be an even greater need for knowing how to apply the principles
of this subject.
Problem Solving. Dynamics is considered to be more involved than
statics since both the forces applied to a body and its motion musi be
taken into account. Also, many applications require using calculus, rather
than just algebra and trigonometry. In any case, the most effective way
of learning the principles of dynamics is to solve problems. To be
successful at this, it is necessary to present the work in a logical and
orderly manner as suggested by the following sequence of steps:
1. Read the problem carefully and try to correlate the actual physical
situation with the theory you have studied.
2. Draw any necessary diagrams and tabulate the problem data.
3. Establish a coordinate system and apply the relevant principles,
generally in mathematical form.
4. Solve the necessary equations algebraically as far as practical; then,
use a consistent set of units and complete the solution numerically.
Report the answer with no more significant figures than the accuracy
of the given data.
5. Study the answer using technical judgment and common sense to
determine whether or not it seems reasonable.
6. Once the solution has been completed, review the problem. Try to
think of other ways of obtaining the same solution.
In applying this general procedure, do the work as neatly as possible. Being
neat generally stimulates elear and orderly thinking, and vice versa.
13. 12.2 RECTILINEAR KINEMATICS: CONTINUOUS MOTION 5
12.2 Rectilinear Kinematics:
Continuous Motion
We will begin our study of dynamics by discussing the kinematics of a
particie that moves along a rectilinear or straight-line path. Recall that a
particie has a mass but negligible size and shape. Therefore we must
limit application to those objects that have dimensions that are of no
consequence in the analysis of the motion. In most problems, we will be
interested in bodies of finite size, such as rockets, projectiles, or vehicies.
Each of these objects can be considered as a particie, as long as the
motion is characterized by the motion of its mass center and any rotation
of the body is neglected.
Rectilinear Kinematics. The kinematics of a particie is characterized
by specifying, at any given instant, the particie's position, veiocity, and
acceieration.
Position. The straight-line path of a particie will be defined using a
single coordinate axis s, Fig. 12-1a. The origin O on the path is a fixed
point, and from this point the position coordinate s is used to specify the
location of the particie at any given instant. The magnitude of s is the
distance from O to the particie, usually measured in meters (m) or feet (
ft), and the sense of direction is defined by the algebraic sign on s.
Although the choice is arbitrary, in this case s is positive since the
coordinate axis is positive to the right of the origin. Likewise, it is
negative if the particie is located to the left of O. Realize that position is a
vector quantity since it has both magnitude and direction. Here,
however, it is being represented by the algebraic scalar s since the
direction always remains along the coordinate axis.
S
O
s --I
Position
(
a )
Displacement. The displacement of the particie is defined as the
change in its position. For example, if the particie moves from one point
to another, Fig. 12-1b, the displacement is
s
As1
As = s ' — s
In this case As is positive since the particies finał position is to the right
of its initial position, i.e., s' > s. Likewise, if the final position were to the
left of its initial position, As would be negative.
The displacement of a particie is also a vecłor quantity, and it shouid
be distinguished from the distance the particie travels. Specifically, the
distance traveled is a positive scalar that represents the total length of
path over which the particie travels.
Displacement
(
c )
Fig.12-1
14. 6 CHAPTER 12 KINEMATICS OF A PARTICLE
Velocity. If the particie moves through a displacement As during the
12 time interval At, the average velocity of the particie during this time
interval is
As
vavg = At
If we take smaller and smaller values of At, the magnitude of As
becomes smaller and smaller. Consequently, the instantaneous velocity is
a vector defined as v = li m (As/At), or
—■0
= ds
d —
d t
(12-1)
v
Since At or dt is always positive, the sign used to define the sense of the
velocity is the same as that of As or ds. For example, if the particie is
moving to the right, Fig. 12-1c, the velocity is positive; whereas if it is
moving to the left, the velocity is negative. (This is emphasized here by
the arrow written at the left of Eq. 12-1.) The magnitude of the velocity is
known as the speed, and it is generally expressed in units of m/s or ft/s.
Occasionally, the term "average speed" is used. The average speed is
always a positive scalar and is defined as the total distance traveled by a
particie, sT, divided by the elapsed time At; i.e.,
s
—I
O
V e l o c i t y
( c )
ST
(Vs p )„ = —
g
Al
For example, the particie in Fig. 12-1d travels along the path of length sT
in time At, so its average speed is (vsp)„,g = sT/At, but its average velocity
is vavg = -Asi At.
I—os-1
P' P
O I . .
T
Average velocity and
Average speed
( d )
Fig. 12-1 (cont.)
s
J
15. 12.2 RECTILINEAR KINEMATICS: CONTINUOUS MOTION 7
Acceleration. Provided the velocity of the particie is known at two
points, the average acceleration of the particie during the time interval
At is defined as
Av
aavg
t
Here &v represents the difference in the velocity during the time interval
At, i.e., Av = v' - v, Fig. 12-1e.
The instantaneous acceleration at time t is a vector that is found by
taking smaller and smaller vaiues of At and corresponding smaller and
smaller values of Av, so that a = lim (A v/At), or
Acceleration
( e )
(
d v
a =
d t
(12-2)
a
oł
— O O s
v v'
Substituting Eq. 12-1 into this result, we can also write
( a = d2s
(112
Both the average and instantaneous acceleration can be either positive or
negative. In particular, when the particie is slowing down, or its speed is
decreasing, the particie is said to be decelerating. In this case, v' in Fig. 12-
1f is less than y, and so Av = v' - u will be negative. Consequently, a will
also be negative, and therefore it will act to the len, in the opposite sense to
v. Also, notice that if the particie is originally at rest, then it can have an
acceleration if a moment later it has a velocity v'; and, if the velocity is
constant, then the acceleration is zero since Av = v- v= O. Units commonly
used to express the magnitude of acceleration are m/s2
or ft/s2
.
Finally, an important differential relation involving the dispiacement,
velocity, and acceleration along the path may be obtained by eliminating
the time differential dt between Eqs. 12-1 and 12-2, which gives
a
P P '
sO
V
Deceleration
(f)
Fig. 12-1 (cont.)
a ds = v dv (12-3)
Although we have now produced three important kinematic
equations, realize that the above equation is not independent of Eqs.
12-1 and 12-2.
16. 8 C H A P T E R 1 2 K I N E M A T I C S O F A P A R T I C L E
Constant Acceleration, a ac. When the acceleration is
12 constant, each of the three kinematic equations = dv/dt, v = ds/dt,
and ac ds = v dv can be integrated to obtain formulas that relate ac, v, s,
and t.
Velocity as a Function of Time. Integrate a, = dvIdt,assuming that
initially v = vo when t = O.
v
d v = a , d t
o
-±›)
v = vo + act
Constant Acceleration (12-4)
Position asa Function of Time. Integrate v = ds/dt = vo + art,
assuming that initially s = so when t = O.
ds = (vo + ant) dt
so o
(
s = so + vot +14,ł2
Constant Acceleration (12-5)
Velocity as a Function of Position. Either solve for t in Eq.12-4
and substitute into Eq.12-5,or Integrate v dv = acds, assuming that
initially v = vo at s = so.
s
J v d v = a c d s
O o s o
(
V2
= 2a,(s — so)
Constant Acceleration
(12-6)
The algebraic signs of so, vo, and ac, used in the above three equations,
are determined from the positive direction of the s axis as indicated by the
arrow written at the left of each equation. Remember that these equations
are useful only when the acceleration is constant and when t = 0, s = so, v
= vo. A typical example of constant accelerated motion occurs when a
body falls freely toward the earth. If air resistance is neglected and the
distance of fall is short, then the downward acceleration of the body when
it is close to the earth is constant and approximately 9.81 m/s2 or 32.2 ft/s2.
The proof of this is given in Example 13.2.
17. 12.2 RECTILINEAR KINEMATICS: CONTINUOUS MOTION 9
rtant Points
• Dynamics is concerned with bodies that have accelerated motion.
• Kinematics is a study of the geometry of the motion.
• Kinetics is a study of the forces that cause the motion.
• Rectilinear kinematics refers to straight-line motion.
• Speed refers to the magnitude of velocity.
• Average speed is the total distance traveled divided by the total
time. This is different from the average velocity, which is the
displacement divided by the time.
• A particie that is slowing down is decelerating.
• A particie can have an acceleration and yet have zero velocity.
• The relationship a ds = v dv is derived from a = dv/dt and v =
ds/dt, by eliminating dt.
During the time this rocket undergoes rectilinear
motion, its altitude as a function of time can be
measured and expressed as s = s(t). Its velocity
can then be found using v = ds/dt, and its
acceleration can be determined from a = dv/dt.
Procedure for Analysis
Coordinate System.
• Establish a position coordinate s along the path and specify its fixed origin and positive direction.
• Since motion is along a straight line, the vector quantities position, velocity, and acceleration can be
represented as algebraic scalars. For analytical work the sense of s, v, and a is then defined by their
algebraic signs.
• The positive sense for each of these scalars can be indicated by an arrow shown alongside each
kinematic equation as it is applied.
Kinematic Equations.
• If a relation is known between any two of the four variables a, v, s, and t, then a third variable can be
obtained by using one of the kinematic equations, a = dv I dt, v = ds/dt or a ds = v dv, since each equation
relates all three variables.*
• Whenever integration is performed, it is important that the position and velocity be known at a given
instant in order to evaluate either the constant of integration if an indefinite integral is used, or the limits
of integration if a definite integral is used.
• Remember that Eqs. 12-4 through 12-6 have only limited use. These equations apply only when the
acceleration is constant and the initial conditions are s = so and v = yo when t = O.
*Some standard differentiation and integration formulas are given in Appendix A.
18. 1 O CHAPTER 12 KINEMATICS OF A PARTICLE
EXAMPLE 12.1
The car on the left in the photo and in Fig. 12-2 moves in a
straight line such that for a short time its velocity is defined by v
= (312
+ 2t) ft/s, where t is in seconds. Determine its position and
acceleration when t = 3 s. When t = 0, s = 0.
s -
I
9 , V
Fig. 12-2
SOLUTION
Coordi n ate System. The position coordinate extends from the fixed
origin O to the car, positive to the right.
Position. Since v = f (t), the car's position can be determined from =
dsldt, since this equation relates v, s, and t. Noting that s = O when t =
0, we have*
d
v= s —dr = (312 + 21)
S T
ds — f (3t2 + 2t)dt
f o — o
ii
s = r3 + r'
o
s = t3 + t2
When t = 3 s,
s = (3)3 + (3)2 = 36 ft Ans.
Acceleration. Since v = f (t), the acceleration is determined from a =
dv I dt, since this equation relates a, v, and t.
a=—
dv
=—
d
(312
+21)
dt
= 6t + 2
When t = 3 s,
a = 6(3) + 2 = 20 ft/s2
--) Ans.
NOTE: The formulas for constant acceleration cannot be used to
solve this problem, because the acceleration is a function of time.
*The same result can be obtained by evaluating a constant of integration C rather
than using definite Iimits on the integral. For example, integrating ds = (312
+ 21)dt
yields s = t3 + 12
+ C. Using the condition that at r = O. s = 0, then C = 0.
12
19. 12.2 RECTILINEAR KINEMATICS: CONTINUOUS MOTION 11
EXAMPLE
A smali projectile is fired vertically downward into a fluid medium
with an initial velocity of 60 m/s. Due to the drag resistance of the fluid
the projectile experiences a deceleration of a = (-0.4v3
) m/ s2
, where v is
in m/s. Determine the projectile's velocity and position 4 s after it is fired.
SOLUTION
Coordinate System. Since the motion is downward, the position
coordinate is positive downward, with origin located at 0, Fig. 12-3.
Velocity. Here a = ,j(v) and so we must determine the velocity as a
function of time using a = dv Idt, since this equation relates v, a, and
t. (Why not use v = vo + a ct?) Separating the variables and integrating,
with vc, = 60 m/s when t = 0, yields
dv
(+ 1) a = — = -0.43
dt
Fig. 12-3
v
dv
— = d t f 6 0
m / s - 0 . 4 v 3
j o
( 1
-0.4 -2.).)2
1 E 1
= t -
0
60
1
—
08 (60)2 J= t
1/2
= {[(60)2 0.8I] m/s
Here the positive root is taken, since the projectile will continue to
move downward. When t = 4 s,
v = 0.559 m/s1 Ans.
Position. Knowing v = f (t), we can obtain the projectile's position
from v = ds I dt, since this equation relates s, v, and t. Using the
initial condition s = 0, when t = 0, we have
(+
When t = 4 s,
v=ds—
d
ds=
s _
1
s = —
0.4
=
t
f
0.8
1
dt
to
60
(60 — + 0.8t)2
1
[— + 0.81]
a (60)2
f l +0.8t
i1/2
I (6o)2
I/2
÷ 0.81] —
(60)-
s = 4.43m
20. 12 CHAPTER 12 KINEMATICS OF A PARTICLE
Fig. 12-4
During a test a rocket travels upward at 75 m/s, and when it is 40 m
from the ground its engine fails. Determine the maximum height S B
reached by the rocket and its speed just before it hits the ground.
While in motion the rocket is subjected to a constant downward
acceleration of 9.81 m/s2
due to gravity. Neglect the effect of air
resistance.
SOLUTION
Coordinate System. The origin O for the position coordinate s is
taken at ground level with positive upward, Fig. 12-4.
Maximum Height. Since the rocket is traveling upward, vA = +75
m/s when t = 0. At the maximum height s = ss the velocity vB = 0.
For the entire motion, the acceleration is a. = -9.81 m/s'` (negative
since it acts in the opposite sense to positive velocity or positive
displacement). Since is constant the rocket's position may be
related to its velocity at the two points A and B on the path by using
Eq. 12-6, namely,
(+?) v2
B = 7A + 2ac(sa - SA)
O = (75 m/s)2
+ 2(-9.81 m/s2
)(4 - 40 m)
ss = 327 m A
Velocity. To obtain the velocity of the rocket just before it hits the
ground, we can apply Eq. 12-6 between points B and C, Fig. 12-4.
(+T) = v2
s + 2at(sc - SB)
= O 2(-9.81 m/s2
)(0 - 327 m)
= -80.1 m/s = 80.1 m/s Ans.
The negative root was chosen since the rocket is moving downward.
Similarly, Eq. 12-6 may also be applied between points A and C, i.e.,
(+f) = v2
A + 2
ae(sc SA)
= (75 m/s)2
+ 2(-9.81 m/s2
)(0 - 40 m)
= -80.1 m/s = 80.1 m/s Ans.
NOTE: It should be realized that the rocket is subjected to a deceleration
from A to B of 9.81 m/s2
, and then from B to C it is accelerated at this
rate. Furthermore, even though the rocket momentarily comes to rest at B
(v B = 0) the acceleration at B is still 9.81 m/s2
downward!
12
21. 12.2 RECTILINEAR KINEMATICS: CONTINUOUS MOTION 13
EXAMPLE 12.4
A metallic particie is subjected to the influence of a magnetic field as
it travels downward through a fluid that extends from plate A to plate
B, Fig. 12-5. If the particie is released from rest at the midpoint C, s =
100 mm, and the acceleration is a = (4s) m/s2
, where s is in meters,
determine the velocity of the particie when it reaches plate B, s = 200
mm, and the time it takes to travel from C to B.
SOLUTION
Coordinate System. As shown in Fig. 12-5,s is positive downward,
measured from plate A.
Velocity. Since a = .f(s), the velocity as a function of position can be
obtained by using v dv = a ds. Realizing that v = O at s = 0.1 m, we
have
v dv = a ds
v s
f o v d v = f 4 s d s
0.1in
1v 2 1 = s 2 '
2 lo 2 10 . 1 ,„
v = 2(s2
— 0.01)1
/2
m/s (1)
At s = 200 mm = 0.2 m,
vił = 0.346 m/s = 346 mm/s 1 Ans.
The positive root is chosen since the particie is traveling downward, i.
e., in the +s direction.
Time. The time for the particie to travel from C to B can be obtained
using v = ds/dt and Eq. 1, where s = 0.1 m when t = 0. From
Appendix A,
(+ ds = v dt
=2(52
—0.01)1
/2
dt
[s
ds
— d t
J , a ( s 2 — 0 . 0 1 ) 1 / 2 o
I n ( N i s 2
— 0 . 0 1 +
s ) S = 2 t
0.1 lf
o
ln(N7s2
— 0.01 + s) + 2.303 = 2t
200 mm
Fig.12-5
A
At s = 0.2 m,
t —2 — 0.658 s Ans.
NOTE: The formulas for constant acceleration cannot be used here
because the acceleration changes with position, i.e., a = 4s.
In( /(0.2)2 — 0.01 + 0.2) + 2.303
22. 14 CHAPTER 12 KINEMATICS OF A PARTICLE
12
t(s)
(1s,—3m/s)
(b)
v=3t2
—
(2s,O)
In order to determine the distance traveled in 3.5 s, it is necessary
to investigate the path of motion. If we consider a graph of the
velocity function, Fig. 12-6b, then it reveals that for O < t < 2 s the
velocity is negative, which means the particie is traveling to the
lep, and for t > 2 s the velocity is positive, and hence the particie is
traveling to the right. Also, note that v = O at t = 2 s. The particle's
position when t = 0, t = 2 s, and t = 3.5 s can be determined from
Eq. 1. This yields
Sit=0 = O Slt=2s = 4.0m s t=3.5, = 6.125mFig.12-6
EXAMPLE
A particie moves along a horizontal path with a velocity of v = (3/2
-
6t) m/s, where t is the time in seconds. If it is initially located at the
origin 0, determine the distance traveled in 3.5 s, and the particle's
average velocity and average speed during the time interval.
SOLUTION
s = —4.0 m s = 6.125 m Coordinate System. Here positive motion is to the right, measured
from the origin 0, Fig. 12-6a.O
Distance Traveled. Since v = f (t), the position as a function of time
t = 2 s t = O s t = 3.5 s may be found by integrating v = ds/dt with t = 0, s = 0.
(a) (;)
ds=vdt
= (3t2
- 6t) dt
jo
s
ds = (312
- 61) dt
o
s = (t3
- 3t2
) m
The path is shown in Fig. 12-6a. Hence, the distance traveled in 3.5 s is
sT = 4.0 + 4.0 + 6.125 = 14.125 m = 14.1 m Ans
Velocity. The displaeement from t = O to t = 3.5 s is
As = s I t=3.5, — Sit=0 = 6.125 m - O = 6 125 m
and so the average velocity is
As 6.125 m
v a
" A t 3 . 5 s - O 1 . 7 5 m i s
— >
The average speed is defined in terms of the distance traveled sT. This
positive scalar is
(v ) = sT 14.125 m
4.04 m/s
sP avg At 3.5 s - O
NOTE: In this problem, the acceleration is a = dv I dt = (6r - 6) m/s2,
which is not constant.
(1)
Ans.
23. 12.2 RECTILINEAR KINEMATICS: CONTINUOUS MOTiON 15
It is highly suggested that you test yourself on the solutions to these
examples, by covering them over and then trying to think about which
equations of kinematics must be used and how they are applied in
order to determine the unknowns. Then before solving any of the
problems, try and solve some of the Fundamental Problems given
below.The solutions and answers to all these problems are given in the
back of the book. Doing this throughout the book will help immensely
in understanding how to apply the theory, and thereby develop your
problem-solving skills.
• FUNDAMENTAL PROBLEMS
F12-1. Initially, the car travels along a straight road with a
speed of 35 m/s. If the brakes are applied and the speed of
the car is reduced to 10 m/s in 15 s, determine the constant
deceleration of the car.
F12-5. The position of the particie is given by s = (212
- 8r +
6) m, where t is in seconds. Determine the time when the
velocity of the particie is zero, and the total distance
traveied by the particie when t = 3 s.
_4~ —
Tł>
FU-5
s
F12-1
F12-2. A bali is thrown vertically upward with a speed of
15 m/s. Determine the time of flight when it retums to its
original position.
F12-6. A particie travels aiong a straight line with an
acceleration of a = (10 - 0.2s) m/s2
, where s is measured
in meters. Determine the velocity of the particie when s
= 10 m if = 5 m/s at s = O.
• s
S
FU-6
F12-2
F12-3. A particie travels aiong a straight line with a
velocity of v = (4t - 31.2
) m/s, where t is in seconds.
Determine the position of the particie when t = 4 s. s
= O when t = O.
F12-7. A particie moves aiong a straight line such that its
acceleration is a = (4/2
- 2) m/s2
, where t is in seconds. When
t = 0, the particie is located 2 m to the left of the angin, and
when r = 2 s, it is 20 m to the left of the angin. Determine
the position of the particie when t = 4 s.
F12-4. A particie travels aiong a straight line with a speed
v = (0.513
- m/s, where t is in seconds. Determine the
acceleration of the particie when t = 2 s.
F12-8. A particie travels along a straight line with a
velocity of v = (20 - 0.05s2
) m/s, where s is in meters.
Determine the acceleration of the particie at s = 15 m.
24. 1 6 CHAPTER 1 2 KINEMATICS OF A PARTICLE
1 2 ■ P R O B L E M S
12-1. A baseball is thrown downward from a 50-ft tower
with an initial speed of 18 ft/s. Determine the speed at
which it hits the ground and the time of travel.
12-2. When a tram is traveling along a straight track at 2
m/s, it begins to accelerate at a = (60 v-;) m/s2, where v is
in m/s. Determine its velocity v and the position 3 s after
the acceleration.
Prob. 12 -2
12-3. From approximately what floor of a building must a
car be dropped from an at-rest position so that it reaches a
speed of 80.7 ft/s (55 mi/h) when it hits the ground? Each
floor is 12 ft highcr than the one below it. (Note: You may
want to remember this when traveling 55 mi/h.)
*12-4. Traveling with an initial speed of 70 km/h, a car
accelerates at 6000 km/h2
along a straight road. How long
will it take to reach a speed of 120 km/h? Also, through
what distance does the car travel during this time?
12-5. A bus starts from rest with a constant acceleration of
1 m/s2
. Determine the time required for it to attain a speed
of 25 m/s and the distance traveled.
12-6. A stone A is dropped from rest down a well, and in 1
s another stone B is dropped from rest. Determine the
distance between the stones another second later.
12-7. A bicyclist starts from rest and after traveling along a
straight path a distance of 20 m reaches a speed of 30 km/h.
Determine his acceleration if it is constant. Also, how long
does it take to reach the speed of 30 km/h?
■12-8. A particie moves along a straight line with an
acceleration of a = 51(15'13 + ss12) m/s2, where s is in
meters. Determine the particle's velocity when s = 2 m, if
it starts from rest when s = 1 m. Use a numerical method
to evaluate the integral.
12-9. If it takes 3 s for a bali to strike the ground when it is
released from rest, determine the height in meters of the
building from which it was released. Also, what is the
velocity of the bali when it strikes the ground?
12-10. The position of a particie along a straight line is
given by s = (1.5t3
- 13.5,2
+ 22.50 ft, where t is in seconds.
Determine the position of the particie when t= 6 s and the
total distance it travels during the 6-s time interval. Hint:
Plot the path to determine the total distance traveled.
12-11. If a particie has an initial velocity of yo = 12 ft/s to
the right, at so = 0, determine its position when t = 10 s, if
a = 2 ft/s2
to the left.
*12-12. Determine the time required for a car to travel 1
km along a road if the car starts from rest, reaches a
maximum speed at some intermediate point, and then
stops at the end of the mad. The car can accelerate at 1.5
m/s2
and decelerate at 2 m/s2
.
12-13. Tests reveal that a norma) driver takes about 0.75 s
before he or she can react to a situation to avoid a
collision. It takes about 3 s for a driver having 0.1%
alcohol in his system to do the same. If such drivers are
traveling on a straight road at 30 mph (44 ft/s) and their
cars can decelerate at 2 ft/s2
, determine the shortest
stopping distance d for each from the moment they see the
pedestrians. Moral: If you must drink, please don't drive!
Prob.12-13
25. 12.2 RECTIUNEAR KINEMATICS: CONTINUOUS MOTION 17
12-14. A car is to be hoisted by elevator to the fourth floor
of a parking garage, which is 48 ft above the ground. If the
elevator can accelerate at 0.6 ft/s2, decelerate at 0.3 ft/s2, and
reach a maximum speed of 8 ft/s, determine the shortest
time to make the lift, starting from rest and ending at rest.
12-15. A train starts from rest at station A and accelerates at
0.5 m/s2 for 60 s. Afterwards it travels with a constant
velocity for 15 min. It then decelerates at 1 m /s2 until it is
brought to rest at station B. Determine the distance between
the stations.
*12-16. A particie travels along a straight line such that in 2
s it moves from an initial position sA = +0.5 m to a position
SB = —
1.5 m. Then in another 4 s it moves from .59 to sc =
+2.5 m. Determine the particle's average velocity and
average speed during the 6-s time interval.
12-17. The acceleration of a particie as it moves along a
straight line is given by a = (2: — 1) m/s2
, where t is in
seconds. If s = 1 m and v = 2 m/s when t = 0, determine
the particle's velocity and position when t = 6 s. Also,
determine the total distance the particie travels during this
time period.
12-18. A freight train travels at v = 60(1 — e-1
) ft/s,
where t is the elapsed time in seconds. Determine the
distance traveled in three seconds, and the acceleration at
this time.
*12-20. The velocity of a particie traveling along a straight
line is v = (3t2 — 6t) ft/s, where t is in seconds. If s = 4 ft
when t = 0, determine the position of the particie when t = 4
s. What is the total distance traveled during the time interval
t = 0 to i = 4 s? Also, what is the acceleration when t = 2 s?
12-21. If the effects of atmospheric resistance are
accounted for, a freely falling body has an acceleration
defined by the equation a = 9.81[1 — V2 (10 —)1 m/s2,
where v is in m/s and the positive direction is downward. H
the body is released from rest at a very high alatude,
determine (a) the velocity when t = 5 s, and (b) the body's
terminal or maximum attainable velocity (as t —> oo ).
12-22. The position of a particie on a straight line is given
by s = (t 3
— 912
15t) ft, where t is in seconds. Determine
the position of the particie when t = 6 s and the total
distance it travels during the 6-s time interval. Hint: Plot
the path to determine the total distance traveled.
12-23. Two partides A and B start from rest at the origin
s = O and move along a straight line such that aA = (
6t — 3) ft/s2
and aB = (12/2
— 8) ft/s2
, where t is in
seconds. Determine the distance between them when
t = 4 s and the total distance each has traveled in t = 4 s.
*12-24. A particie is moving along a straight line such that
its velocity is defined as v = (-
4s2
) m/s, where s is in meters.
If s = 2 m when t = 0, determine the velocity and
acceleration as functions of time.
12-25. A sphere is fired downwards finto a medium with an
initial speed of 27 m/s. If it experiences a deceleration of a
= (-
6t) m/s2
, where t is in seconds, determine the distance
traveled before it stops.
12-26. When two cars A and B are next to one another, they
are traveling in the same direction with speeds vA and vp,
respectively. If 8 maintains its constant speed, while A
begins to decelerate at aA, determine the distance d
between the cars at the instant A stops.
Prob. 12-18
A B
12-19. A particie travels to the right along a straight line
with a velocity v = [5/(4 + s)] m/s, where s is in meters.
Determine its position when i = 6 s if s = 5 m when t = 0.
4
4 1 1 § k l e i g ~ . _
Prob.12-26
26. 1 8 C H A P T E R 1 2 K I N E M A T I C S O F A P A R T I C L E
12-27. A particie is moving along a straight line such that 12
when it is at the origin it has a velocity of 4 m/s. If it begins to
decelerate at the rate of a = (-1.5v 1/2) m/s2, where v is in m/s,
determine the distance it travels before it stops.
12-34. A boy throws a bali straight up from the top of a 12-
m high tower. If the bali falls past him 0.75 s later,
determine the velocity at which it was thrown, the velocity
of the bali when it strikes the ground, and the time of flight.
*12-28. A particie travels to the right along a straight line
with a velocity v = [5/(4 + s)] m/s, where s is in meters.
Determine its deceleration when s = 2 m.
12-29. A particie moves along a straight line with an
acceleration a = 2 v% m/s2
, where vis in m/s. If s= 0, v =4
m/s when t = 0, determine the time for the particie to
achieve a velocity of 20 m/s. Also, find the displacement of
particie when t= 2 s.
12-30. As a train accelerates uniformly it passes successive
kilometer marks while traveling at velocities of 2 m/s and
then 10 m/s. Determine the train's velocity when it passes
the next kilometer mark and the time it takes to travel the 2-
km distance.
12-31. The acceleration of a particie along a straight line is
defined by a = (21 — 9) m/s2
, where r is in seconds. At t =
0, s = 1m and v = 10 m/s. When t = 9 s, determine (a) the
particle's position, (b) the total distance traveled, and (c) the
velocity.
*12-32. The acceleration of a particie traveling along a
1
straight line is a =— 4 m/s2, where s is in meters. If v = 0, s
=1 m when t= 0, determine the particle's velocity at s =2 m.
12-33. At t = O bullet A is fired vertically with an initial (
muzzle) velocity of 450 m/s. When t = 3 s, bullet B is fired
upward with a muzzle velocity of 600 m/s. Determine the
time t, after A is fired, as to when bullet B passes bullet A.
At what altitude does this occur?
12-35. When a particie falls through the air, its initial
acceleration a = g diminishes until it is zero, and thereafter
it falls at a constant or terminal velocity vf If this variation
of the acceleration can be expressed asa = (g/v2f)(v2f — v2),
determine the time needed for the velocity to become v = vf
/2. Initially the particie falls from rest.
*12-36. A particie is moving with a velocity of vo when s =
O and t = 0. If it is subjected to a deceleration of a = —kv3
,
where k is a constant, determine its velocity and position as
functions of time.
12-37. As a body is projected to a high altitude above the
earth's surface, the variation of the acceleration of gravity
with respect to altitude y must be taken into account.
Neglecting air resistance, this acceleration is determined
from the formuła a = —go[R2
/(R + y)2
], where go is the
constant gravitational acceleration at sea level, R is the
radius of the earth, and the positive direction is measured
upward. If go = 9.81 m/s2
and R = 6356 km, determine the
minimum initial velocity (escape velocity) at which a
projectile should be shot vertically from the earth's surface
so that it does not fali back to the earth. Hint: This requires
that v = O as y —) a.
12-38. Accounting for the variation of gravitational
acceleration a with respect to altitude y (see Prob. 12-37),
derive an equation that relates the velocity of a freely
falling particie to its altitude. Assume that the particie is
released from rest at an altitude yo from the earth's surface.
With what velocity does the particie strike the earth if it is
released from rest at an altitude yo = 500 km? Use the
numerical data in Prob. 12-37.
27. 12.3 RECTILINEAR KINEMATICS: ERRATIC MOTION 19
12.3 Rectilinear Kinematics: Erratic
Motion
When a particie has erratic or changing motion then its position, velocity,
and acceleration cannot be described by a single continuous mathematical
function along the entire path. Instead, a series of functions will be
required to specify the motion at different intervals. For this reason, it is
convenient to represent the motion as a graph. If a graph of the motion that
relates any two of the variables s,v, a, t can be drawn, then this graph can
be used to construct subsequent graphs relating two other variables since
the variables are related by the differential relationships v = ds/dt, a = dv I
dt, or a ds = v dv. Several situations occur frequently.
The s-t, v-t, and a-t Gra phs. To construct the v-t graph given the
s-t graph, Fig. 12-7a, the equation v = ds/dt should be used, since it
relates the variables s and t to v. This equation states that
ds
— = v
dt
slope of
= velocity
s-t graph
For example, by measuring the slope on the s-t graph when t = tl, the
velocity is vl , which is plotted in Fig. 12-7b. The v-t graph can be
constructed by plotting this and other values at each instant.
The a-t graph can be constructed from the v-t graph in a similar
manner, Fig. 12-8, since
d v = a d t
slope of
= acceleration
v-t graph
Examples of various measurements are shown in Fig. 12-8a and plotted
in Fig. 12-8b.
If the s-t curve for each interval of motion can be expressed by a
mathematical function s = s(t), then the equation of the v-t graph for the
same interval can be obtained by differentiating this function with
respect to time since v = ds/dt. Likewise, the equation of the a-t graph for
the same interval can be determined by differentiating v = v(t) since a =
dv I dt. Since differentiation reduces a polynomial of degree n to that of
degree n - 1, then if the s-t graph is parabolic (a second-degree curve),
the v-t graph will be a stoping line (a first-degree curve), and the a-t
graph will be a constant or a horizontal line (a zero-degree curve).
_ ds'
vo drit = '2-
7112
_ds _ dsi
7114 U3
dti 4
,41111(
2(a)
5 3
O
( b )
Fig. 12-7
U
1 2
(a)
(b)
Fig. 12-8
28. 20 CHAPTER 12 KINEMATICS OF A PARTICLE
tli
— av = a ch
r
1 2
t
(a)
If the a—t graph is given, Fig. 12-9a, the v—t graph may be constructed
using a = dv/dt, written as
v = Jad t
change in _ area under
velocity a—t graph
Hence, to construct the v—t graph, we begin with the particle's initial
velocity vo and then add to this smali increments of area (Av) determined
from the a—t graph. In this manner successive points, v, = vo + A v, etc.,
for the v—t graph are determined, Fig. 12-9b. Notice that an algebraic
addition of the area increments of the a—t graph is necessary, since areas
lying above the t axis correspond to an increase in v ("positive" area),
whereas those lying below the axis indicate a decrease in v ("negative"
area).
Similarly, if the v—t graph is given,Fig.12-10a, it is possible to
determine the s—t graph using v = ds I dt, written as
(b)
Fig. 12-9
t
&s = v dt
displacement =area under
v—tgraph
( a )
(b)
Fig. 12-10
In the same manner as stated above, we begin with the particle's initial
position so and add (algebraically) to this smali arca increments As
determined from the v—t graph, Fig. 12-10b.
If segments of the a—t graph can be described by a series of
equations, then each of these equations can be integrated to yield
equations describing the corresponding segments of the v—t graph. In a
similar manner, the s—t graph can be obtained by integrating the
equations which describe the segments of the v—t graph. As a result, if
the a—t graph is linear (a first-degree curve), integration will yield a
v—t graph that is parabolic (a second-degree curve) and an s—t graph
that is cubic (third-degree curve).
29. 1 2.3 RECTILINEAR KINEMATICS: ERRATIC MOTION 2 1
The v-s and a-s Graphs. If the a-s graph can be constructed, then
points on the v-s graph can be determined by using v dv = a ds.
Integrating this equation between the limits v = vc, at s = so and v = v, at
s = si , we have,
a
[s,
joa ds = ł (v
z 12
— Y02
)
s
( a )
4 ( v ; - v 8 ) =
rsI
a d s
arca under
a-s graph
UI
U p
Therefore, if the red area in Fig. 12-11a is determined, and the initial
velocity vo at so = O is known, then v1 = (2 f: Ja ds + vW72
, Fig. 12-
11b. Successive points on the v-s graph can be constructed in this
manner.
If the v-s graph is known, the acceleration a at any position s can be
determined using a ds = v dv, written as
v( dv
d s
velocity times
acceleration = slope of
v-s graph
a =
(b)
Fig.12-11
Vo
I . - S . - .
I
(a)
z
a = 'v(dvIds)
s
'
(b)
Fig. 12-12
Thus, at any point (s, v) in Fig. 12-12a, the slope dv/ds of the v-s graph is
measured.Then with v and dv/ds known, the value of a can be calculated,
Fig. 12-12b.
The v-s graph can also be constructed from the a-s graph, or vice versa,
by approximating the known graph in various intervals with
mathematical functions, v = f(s) or a = g(s), and then using a ds = v dv to
obtain the other graph.
30. 22 CHAPTER 12 KINEMATICS OF A PARTICLE
A bicycle moves along a straight road such that its position is
described by the graph shown in Fig. 12-13a. Construct the v-t and a-t
graphs for O 5 t 5-30 s.
s (ft)
500
100
( a )
a (ft/s2
)
SOLUTION
v-t Graph. Since v = ds I dt, the v-t graph can be determined by
differentiating the equations defining the s-t graph,Fig.12-13a.We have
ds
O 5- t < 10 s; s = (t2) ft v = — = (20 ft ł s
dt
ds
10 s < t 5- 30 s; s = (20t - 100) ft v = —dt = 20 ft/s
The results are plotted in Fig. 12-13b. We can also obtain specific
values of v by measuring the slope of the s-t graph at a given instant.
For example, at t = 20 s, the slope of the s-t graph is determined from
the straight line from 10 s to 30 s, i.e.,
As500ft - 100 ft
t = 20 s; v - - - 20 ft/s01 30 s - 10 s
a-t Graph. Since a = dv dt, the a-t graph can be determined by
differentiating the equations defining the lines of the v-t graph.
This yields
O S t < 10S; v = (2t) ft/s
10 < t 30 s; V = 20 ft/s
The results are plotted in Fig. 12-13c.
NOTE: Show that a = 2 ft/s2 when t = 5 s by measuring the slope of
the v-t graph.
y (ft/s)
= 2/ v = 20
20
10 t (s)
(b)
I0 30 t (s)
( c )
Fig. 12-13
dva= — = 2 ft/s2
dr
a= —dv =0
dt
1 2
31. 12.3 RECTILINEAR KINEMATICS: ERRATIC MOTION 23
EXAMPLE
The car in Fig. 12-14a starts from rest and travels along a straight
track such that it accelerates at 10 m/s2
for 10 s, and then decelerates
at 2 m/s2
. Draw the v—t and s—t graphs and determine the time t'
needed to stop the car. How far has the car traveled?
SOLUTION
v—t Graph. Since dv = a dt, the v—t graph is determined by
integrating the straight-line segments of the a—t graph. Using the
initial condition v = O when t = 0, we have
0 t < 10 s; a = (10) ml s2
;
When t = 10 s, v = 10(10) = 100 m/s. Using this as the initial
condition for the next time period, we have
10 s < t t'; a = (-2) mjs2
; f dv = f —2 dt, v = (-2t + 120) m/s
mo m/s ur s
When t = t' we require v = 0. This yields, Fig. 12-14b,
t' = 60 s Ans.
A more direct solution for t' is possible by realizing that the area
under the a—t graph is equal to the change in the car's velocity. We
require Av = O = Al + A2, Fig. 12-14a. Thus
O = 10 m/s2
(10 s) + (-2 m/s2
)(ts — 10 s)
t' = 60 s Ans.
s—t Graph. Since ds = v dt, integrating the equations of the v—t
graph yields the corresponding equations of the s—t graph. Using the
initial condition s = O when t = 0, we have
0-ty 10 s; v = (101) ml s; ds = 10t dt, s = (5t2
) m
o o
When t = 10 s, s = 5(10)2
= 500 m. Using this initial condition,
s t
10 s t 60 s; v = (-2t + 120) m/s; f ds = (-2t + 120)dt
500m 10s
s — 500 = —t2 + 120t — [—(10)2 + 120(
10)1 s = (-12
+ 1201 — 600) m When t' =
60 s, the position is
s = —(60)2-
+ 120(60) — 600 = 3000 m Ans. 500
The s—t graph is shown in Fig. 12-14c.
NOTE: A direct solution for s is possible when t' = 60 s, since the
triangular area under the v—t graph would yield the displacement As
= s — O from t = O to t' = 60 s. Hence,
As = :12(60 s)(100 m/s) = 3000 m Atu
dv = 10 dt, v = 10t
of.
3000
s(m)
( c )
Fig. 12-14
4 (m/s)
- ~ 1 1 1 1 1 1 1 . 1 1
10
Ai
t (s)
—2
10 A 2
(
a
)
( b )
32. 24 CHAPTER 12 KINEMATICS OF A PARTICLE
EXAMPLE 12.8
AJL
200 400
( a )
50
W
y (ft/s)
s (ft)
a (ft /S2)
/s2
)
a = 0.04s+2
The v-s graph describing the motion of a motorcycle is shown in Fig.
12-15a. Construct the a-s graph of the motion and determine the time
needed for the motorcycle to reach the position s = 400 ft.
SOLUTION
a-s Graph. Since the equations for segments of the v-s graph are given,
the a-s graph can be determined using a ds = v dv.
0 s < 200 ft; v = (0.2s + 10) ft/s
dv
a = v— = (02s + 10)±(0.2s + 10) = 0.04s + 2
ds ds
200 ft < s s 400 ft; v = 50 ft/s
a = v—dv = (50)—d(50)ds = O
d s
The results are plotted in Fig. 12-156.
Time. The time can be obtained using the v-s graph and v = ds I dt,
because this equation relates v, s, and t. For the first segment of
motion, s = O when t = 0, so
a = O
(
b) Fig.
12-15
200 400
10
2
O s < 200 ft; v = (0.2s + 10) ft/s;
ds
dt = =
v 0.2s + 10
d s dst =
Llo. 0.2s + 10
t = (5 In(0.2s + 10) - 5 ln 10) s
s (ft)
At s = 200 ft, t = 51140.2(200) + 10] - 5 In 10 = 8.05 s. Therefore,
using these initial conditions for the second segment of motion,
d s d s
200ft<s v400ft; v=50ft/s;dt=—=—
50
1 dt=is—ds
•8.05s 2c0.50
s s ..,r
t _ 8.05 = 50 _ 4; t = 50+ 4..u.3) s
Therefore, at s = 400 ft,
t = —400 + 4.05 = 12.0 s Ans.
50
NOTE: The graphical results can be checked in part by calculating
slopes. For example, at s = 0, a = v(dv/ds) = 10(50 - 10)/200 = 2 m/s2.
Also, the results can be checked in part by inspection. The v-s graph
indicates the initial increase in velocity (acceleration) followed by
constant velocity (a = 0).
12
33. 12.3 RECTILINEAR KINEMATICS: ERRATIC MOTION 25
■ FUNDAMENTAL PROBLEMS
F12-9. The particie travels along a straight track such that F12-12. The sports car travels along a straight road such
its posilion is described by the s-t graph. Construct the v-t that its position is described by the graph. Construct the v-t
graph for the same time interval. and a-t graphs for the time interval O t t
10 s.
s (m) s (m)
411101»_
t (s)
I0
t(s)
6 8 10 F12-12
F12-9 F12-13. The dragster starts from rest and has an
F12-10. A van travels along a straight road with a velocity acceleration described by the graph. Construct the v-t
described by the graph. Construct the s-t and a-t graphs graph for the time interval O t s t', where t' is the time
during the same period. Take s = O when t = 0. for the car to come to rest.
108
O
s = 108
= 0.5 t3
225
s = 30t 7
7 5
s = 3
O
5
v (ft/s)
t (s)
5
a (m/s2
)
20-
t '
t(s)
O
10
80
v= —4t + 80
F12-10
F12-11. A bicycle travels along a straight road where its
velocity is described by the v-s graph. Construct the a-s
graph for the same time interval.
v (m/s)
10
40
F12-11
F12-13
F12-14. The dragster starts from rest and has a velocity
described by the graph. Construct the s-1 graph during the
time interval O s t s 15 s. Also, determine the total distance
traveled during this time interval.
v (mis)
F12-14
150
s (m)
34. C H A P T E R 1 2 K I N E M A T I C S O F A P A R T I C I E
PROBLEMS
2 6
12■
12-39. A freight tram starts from rest and travels with a
constant acceleration of 0.5 ft/s2. After a time ł it
maintains a constant speed so that when t = 160 s it has
traveled 2000 ft. Determine the time t' and draw the v—t
graph for the motion.
*12-40. A sports car travels along a straight road with an
acceleration-deceleration described by the graph. If the car
starts from rest, determine the distance s' the car travels
until it stops. Construct the v—s graph for Osss s'.
(ft/s2
)
12-43. If the position of a particie is defined by s = [2 sin (
7r15), + 41 m, where t is in seconds, construct the s—t, v—
t, and a—t graphs for O s_ t s 10 s.
*12-44. An airplane starts from rest, travels 5000 ft down a
runway, and after uniform acceleration, takes off with a
speed of 162 mi/h. It then climbs in a straight line with a
uniform acceleration of 3 ft/s2 until it reaches a constant
speed of 220 mi/h. Draw the s—t, v-1, and a—t graphs that
describe the motion.
12-45. The elevator starts from rest at the first floor of the
building. It can accelerate at 5 ft/s2
and then decelerate at
2 ft/s2
. Determine the shortest time it takes to reach a
floor 40 ft above the ground. The elevator starts from rest
and then stops. Draw the a—t, v—t, and s—t graphs for
the motion.
1000
6
4
l'rob. 12-40
s (ft)
40 ft
Prob. 12-45
12-46. The velocity of a car is plotted as shown.Determine
the total distance the car moves until it stops (t = 80 s).
Construct the a—t graph.
v(m/s)
40 80
Prob.12-46
10
t(s)
12-41. A tram starts from station A and for the first
kilometer, it travels with a uniform acceleration. Then, for
the next two kilometers, it travels with a uniform speed.
Finally, the tram decelerates uniformly for another
kilometer before coming to rest at station B. If the time for
the whole journey is six minutes, draw the v—t graph and
determine the maximum speed of the tram.
12-42. A particie starts from s = O and travels along a
straight line with a velocity v = (t2 — 4t + 3) m/s, where t
is in seconds. Construct the v—t and a—t graphs for the
time interval 0s t s 4 s.
35. 27
12.3 RECTILINEAR KINEMATICS: ERRATIC MOTION
12-47. The v-s graph for a go-cart traveling on a straight
road is shown. Determine the acceleration of the go-cart at
s = 50 m and s = 150 m. Draw the a-s graph.
12-50. The v-t graph of a car while traveling along a road
is shown. Draw the s-t and a-t graphs for the motion.
v (m/s)
(m)
100 200
Prob. 12-47
2 0
20 30
t (s)
*12-48. The v-t graph for a particie moving through an
electric field from one plate to another has the shape shown
in the figure. The acceleration and deceleration that occur
are constant and both have a magnitude of 4 m/s2
. If the
plates are spaced 200 mm apart, determine the maximum
velocity vmax and the time t' for the particie to travel from
one plate to the other. Also draw the s-t graph. When t = t'
/2 the particie is at s = 100 mm.
12-49. The v-t graph for a particie moving through an
eiectric field from one plate to another has the shape shown
in the figure, where = 0.2 s and v. = 10 m/s. Draw the s-t
and a-t graphs for the particie. When t = t'/2 the particie is
at s = 0.5 m.
Prob. 12-50
12-51. The a-t graph of the bullet tram is shown. If the
trafie starts from rest, determine the elapsed time t' before
it again comes to rest. What is the total distance traveied
duńng this time interval? Construct the v-t and s-t graphs.
S m a x " I
Probs. 12-48/49
a (m /s2)
t (s)
Prob. 12-51
36. 28 CHAPTER 12 KINEMATICS OF A PARTICLE
*12-52. The snowmobile moves along a straight course 12
according to the v—t graph. Construct the s—t and a—t graphs
for the same 50-s time interval. When t = 0, s = 0.
12-54. The dragster starts from rest and has an
acceleration described by the graph. Determine the time t'
for it to stop. Also, what is its maximum speed? Construct
the v—t and s-1 graphs for the time interval O 5 t t'.
v (m/s)
12
3 0
Prob. 12-52
a (ft/s2
)
80
t (s)
Prob. 12-54
t (s)
12-53. A two-stage missile is fired vertically from rest with
the acceleration shown. In 15 s the first stage A burns out
and the second stage B ignites. Plot the v—t and s—t
graphs which describe the two-stage motion of the missile
for O t 5 20 s.
12-55. A race car starting from rest travels along a straight
road and for 10 s has the acceleration shown. Construct the
v—t graph that describes the motion and find the distance
traveled in 10 s.
BA
a = t
a (m/s2)
25
18
t (s)
a (111 IS2
)
r (s)
15 20
Prob. 12-53
6 10
Prob. 12-55
37. 1 2.3 RECTILINEAR KINEMATICS: ERRATIC MOTION 29
*12-56. The v—t graph for the motion of a car as if moves
along a straight road is shown. Draw the a—t graph and
determine the maximum acceleration during the 30-s time
interval.The car starts from rest at s = 0.
12-57. The v—t graph for the motion of a car as it moves
along a straight road is shown. Draw the s—t graph and
determine the average speed and the distance traveled for
the 30-s time interval. The car starts from rest at s = 0.
12-59. An airplane lands on the straight runway, originally
traveling at 110 ft/s when s = 0. If it is subjected to the
decelerations shown, determine the time t' needed to stop
the piane and construct the s—t graph for the motion.
v (ft/s)
60
=t+30
10 30
Probs. 12-56/57
t (s)
a (ft/s2)
20 t'
t ( s )
Prob. 12-59
12-58. The jet-powered boat starts from rest at s = O and
travels along a straight line with the speed described by the
graph. Construct the s—t and a—t graph for the time
interval O -s t s 50 s.
*12-60. A car travels along a straight road with the speed
shown by the v—t graph. Plot the a—t graph.
12-61. A car travels along a straight road with the speed
shown by the v—t graph. Determine the total distance the
car travels until it stops when t = 48 s. Also plot the s—t
graph.
25 50
Prob. 12-58 Probs. 12-60/61
38. 30 CHAPTER 12 KINEMATICS OF A PARTICLE
y=20ł-50
12-66. A two-stage rocket is fired vertically from rest at s
= O with an acceleration as shown. After 30 s the first
stage A burns out and the second stage B ignites. Plot the
v-t graph which describes the motion of the second stage
for O t 60s.
12-67. A two-stage rocket is fired vertically from rest at s .
= O with an acceleration as shown. After 30 s the first
stage A burns out and the second stage B ignites. Plot the
s-t graph which describes the motion of the second stage
for Osts 60 s.
12-62. A motorcyclist travels along a straight road with 12
the velocity described by the graph. Construct the s-t and a-t
graphs.
v (ft/s)
150
50 a(m152
) AB
Probs. 12-66/67
30 60 t (s)
a=0.01r
15
9
t (s)
1 0
Prob. 12-62
12-63. The speed of a train during the first minute has
been recorded as follows:
t (s) O 20 40 60
v (m/s) O 16 21 24
Plot the v-t graph, approximating the curve as straight-line
segments between the given points. Determine the total
distance traveled.
*12-64. A man riding upward in a freight elevator
accidentally drops a package off the elevator when it is 100
ft from the ground. If the elevator maintains a constant
upward speed of 4 ft/s, determine how high the elevator is
from the ground the instant the package hits the ground.
Draw the v-t curve for the package during the time it is in
motion. Assume that the package was released with the
same upward speed as the elevator.
12-65. 'No cars start from rest side by side and travel along
a straight road. Car A accelerates at 4 m/s'- for 10 s and
then maintains a constant speed. Car B accelerates at 5 mis
zuntil reaching a constant speed of 25 m/s and then
maintains this speed. Construct the a-1, v-t, and s-t graphs
for each car until t = 15 s. What is the distance between the
two cars when t = 15 s?
*12-68. The a-s graph for a jeep traveling along a straight
road is given for the first 300 m of its motion. Construct the
v-s graph. At s = O, v = 0.
a (m/s2)
Prob. 12-68
= 2 t'
39. 100 350
s (ft)
Prob. 12-71
12.3 RECTILINEAR KINEMATICS: ERRATIC MOTION 31
12-69. The v-s graph for the car is given for the first 500 ft
of its motion. Construct the a-s graph for Osss 500 ft. How
long does it take to travel the 500-ft distance? The car starts
at s = O when t = O.
v(ft/s)
60
= 0.1s y
I0
12-71. The v-s graph of a cyclist traveling along a straight
road is shown. Construct the a-s graph.
v (ft/s)
151— v
= 0.1s + 5
5
s(ft)
12-70. The boat travels along a straight line with the speed
described by the graph. Construct the s-t and a-s graphs.
Also, determine the time required for the boat to travel a
distance s = 400 m if s = O when t = 0.
"12-72. The a-s graph for a boat moving along a straight
path is given. If the boat starts at s = O when v = 0,
determine its speed when it is at s = 75 ft, and 125 ft,
respectively. Use a numerical method to evaluate v at s =
125 ft.
500
Prob. 12-69
a(f/s2
)
100
s(ft)
10(1 100
v(m/s)
80
20
Prob. 12-70 Prob. 12-72
..
...~1~1115.1•-
-.1-1
40. 32 CHAPTER 12 KINEMATICS OF A PARTICLE
12 12.4 General Curvilinear Motion
s
Position Path
( a )
Displacement
(b)
Curvihnear motion occurs when a particie moves along a curved path.
Since this path is often described in three dimensions, vector analysis will
be used to formulate the particle's position, velocity, and acceleration.* In
this section the general aspects of curvilinear motion are discussed, and in
subsequent sections we will consider three types of coordinate systems
often used to analyze this motion.
Position. Consider a particie located at a point on a space curve defined
by the path function s(t), Fig. 12-16a. The position of the particie,
measured from a fixed point 0, will be designated by the position vector
r = r(t). Notice that both the magnitude and direction of this vector will
change as the particie moves along the curve.
Displacement. Suppose that during a smali time interval At the
particie moves a distance As along the curve to a new position,
defined by r' = r + Ar, Fig. 12-16b.The displacement Ar represents the
change in the particle's position and is determined by vector
subtraction; i.e., Ar= r' - r.
Ve I ocity. During the time At, the average velocity of the particie is
Ar
Vavg =AI
The instantaneous velocity is determined from this equation by letting
At -› 0, and consequently the direction of Ar approaches the tangent to
the curve. Hence, v = Alim (Ar/At) or
t—>0
d r
v
d t
(12-7)
s -
Velocity
(c)
Fig. 12-16
Since dr will be tangent to the curve, the direction of v is also tangent
to the curve, Fig. 12-16c. The magnitude of v, which is called the speed,
is obtained by realizing that the length of the straight line segment Ar in
Fig. 12-16b approaches the arc length As as At -> 0, we have
v=1;—>lim(ArIAt)=Ar—>lim(s1At),or
0
d s
d t (12-8)
Thus, the speed can be obtained by differentiating the path function s
with respect to time.
*A summary of some of the important concepts of vector analysis is given in Appendix B.
41. 12.4 GENERAL CURVILINEAR MOTION 33
Acceleration. If the particie has a velocity v at time t and a velocity v'
= v + Av at t + At, Fig. 12-16d, then the average acceleration of the
particie during the time interval At is
Av
a a v g =
At ( d )
where = v' - v. To study this time rate of change, the two velocity
vectors in Fig. 12-16d are plotted in Fig. 12-16e such that their tails are
located at the fixed point O' and their arrowheads touch points on a
curve.This curve is called a hodograph, and when constructed, it
describes the locus of points for the arrowhead of the velocity vector in
the same manner as the path s describes the locus of points for the
arrowhead of the position vector, Fig. 12-16a.
To obtain the instantaneous acceleration, let -› O in the above
equation. In the limit Av will approach the tangent to the hodograph,
and so a = lim (Av/4, or (e)
a = dv
d ł
(12-9) Hodograph
f v a
O '
Substituting Eq. 12-7 into this result, we can also write
a = der
dt2
By definition of the derivative, a acts tangent to the hodograph, Fig.
12-16f, and, in generał it is not tangent to the path of motion, Fig. 12-
16g. To clarify this point, realize that Ov and consequently a must
account for the change made in both the magnitude and direction of the
velocity v as the particie moves from one point to the next along the
path, Fig. 12-16d. However, in order for the particie to follow any
curved path, the directional change always "swings" the velocity vector
toward the "inside" or "concave side" of the path, and therefore a cannot
remain tangent to the path. In summary, v is always tangent to the path
and a is always tangent to the hodograph.
Acceleration path
(g)
Fig. 12-16
42. 34 C H A P T E R 1 2 K I N E M A T I C S O F A P A R T I C L E
12 12.5 Curvilinear Motion: Rectangular
Components
Occasionally the motion of a particie can best be described along a path
that can be expressed in terms of its x, y, z coordinates.
z
k
r = xi + yj + zk
z
y
Y
P o s i t i o n
( a )
Position. If the particie is at point (x, y, z) on the curved path s shown
in Fig. 12-17a, then its location is defined by the position vector
r = xi + yj + zk (12-10)
When the particie moves, the x, y, z components of r will be functions of
time; i.e., x = x(t), y = y(t), z = z(t), so that r = r(t).
At any instant the magnitude of r is defined from Eq. B-3 in
Appendix B as
r= VX2
+ y2
+ Z2
And the direction of r is specified by the unit vector u, = r/r.
Velocity. The first time derivative of r yields the velocity of the particie.
Hence,
d r d d d
v = v.,i + vj + vzic V = = dt dł (xi) ł dt —(xj) ł dt
(zk)
Y
/ When taking this derivative, it is necessary to account for changes in both
■
the magnitude and direction of each of the vector's components. For
example, the derivative of the i component of r is
—d(xi) = (-Lxi + x—di
dt dt dł
Fig. 12-17 The second term on the right side is zero, provided the x, y, z reference
frame is ftxed, and therefore the direction (and the magnitude) of i does
not change with time. Differentiation of the j and k components may be
carried out in a similar manner, which yields the finał result,
v = (
L r
= v i + v j + v , kx Y
dt
where
V e l o c i t y
( b )
= k vy = v, = ż
(12-12)
43. 12.5 CURVILINEAR MOTION: RECTANGULAR COMPONENTS 35
The "dot" notation ż, j‚, ż represents the first time derivatives of x = x(t),
Y = y(t), z = z(t), respectively.
The velocity has a magnitude that is found from
= VV + V2
+ V2
-
x y
and a direction that is specified by the unit vector uv = v/v. As discussed
in Sec. 12-4, this direction is always tangent to the path, as shown in
Fig. 12-17b.
Acceleration. The acceleration of the particie is obtained by taking
the first time derivative of Eq. 12-11 (or the second time derivative of
Eq. 12-10). We have a = + aj + azIc
a= dv — = axi + aYj a-k dt (12-13)
Acceleration
(c)
where
a, = = ay
= = 3 ; =
= ti
(12-14)
Here (sx, ay, a, represent, respectively, the first time derivatives of vx = vx
(t), vy = vy(t), v, = vz(t), or the second time derivatives of the functions x
= x(t), y = y(t), z = z(t).
The acceleration has a magnitude
a , v'ax2 a2v
and a direction specified by the unit vector up = a/a. Since a represents
the time rate of change in both the magnitude and direction of the
velocity, in general a will not be tangent to the path, Fig. 12-17c.
44. 36 CHAPTER 1 2 KINEMATICS OF A PARTICLE
12
Important Points
• Curvilinear motion can cause changes in both the magnitude and
direction of the position, velocity, and acceleration vectors.
• The velocity vector is always directed tangent to the path.
• In general, the acceleration vector is not tangent to the path, but
rather, it is tangent to the hodograph.
• If the motion is described using rectangular coordinates, then the
components along each of the axes do not change direction, only
their magnitude and sense (algebraic sign) will change.
• By considering the component motions, the change in magnitude
and direction of the particle's position and velocity are automatically
taken into account.
Procedure for Analysis
Coordinate System.
• A rectangular coordinate system can be used to solve problems for
which the motion can conveniently be expressed in terms of its x, y,
z components.
Kinematic Quantities.
• Since rectilinear motion occurs along each coordinate axis, the
motion along each axis is found using v = dsldt and a = dvIdt: or in
cases where the motion is not expressed as a function of time, the
equation a ds = v dv can be used.
• In two dimensions, the equation of the path y = f(x) can be used to
relate the x and y components of velocity and acceleration by
applying the chain rule of calculus. A review of this concept is given
in Appendix C.
• Once the x, y, z components of v and a have been determined, the
magnitudes of these vectors are found from the Pythagorean
theorem, Eq. B-3, and their coordinate direction angles from the
components of their unit vectors, Eqs. B-4 and B-5.
45. 12.5 CURVILINEAR MOTION: RECTANGULAR COMPONENTS 37
At any instant the horizontal position of the weather balloon in Fig.
12-18a is defined by x = (8t) ft, where t is in seconds. If the
equation of the path is y = x2
/10, determine the magnitude and
direction of the velocity and the acceleration when t = 2 s.
SOLUTION
Velocity. The velocity component in the x direction is
d
v, = = —(81) = 8 ft/s
di
To find the relationship between the velocity components we will use the
choin rule of calculus. When t = 2s, x = 8 (2) = 16 ft, Fig. 12-18a, and so
= y = 411 (x2
/10) = 2.x.k/10 = 2(16)(8)/10 = 25.6 ft/s ł
When t = 2 s, the magnitude of velocity is therefore
v = N./(8 ft/s)2
+ (25.6 ft/s)2
= 26.8 f tl s Ans.
The direction is tangent to the path, Fig. 12-18b, where
V. 25.6
Ov = tan-l
= = tan-I
— 72.6°
v, 8
Ans.
Acceleration. The relationship between the acceleration components
is determined using the choin rule. (See Appendix C.) We have
a, = v,. = 7f(8) = O
.Y dt d .
aY = v = —
(2xx/10) = 2(k)V10 + 2,4)/10
= 2(8)2
/10 + 2(16)(0)/10 = 12.8 ft/s2
ł
Thus,
a = V(0)2 + (12.8)2 = 12.8 ft/s2 Ans.
The direction of a, as shown in Fig. 12-18c, is
x
(a)
y = 26.8 ft „,s
O,= 72.6°
B --a—
(b)
a = 12.8 ft
=9t3P
B
( c )
12.8
= =90°
I d
" O
Ans. Fig.12.-18
NOTE: It is also possible to obtain y,. and ay by first expressing y = f
(t) = (8t)-
/ 10 = 6.4t2
and then taking successive time derivatives.
46. 38 CHAPTER 12 KINEMATICS OF A PARTICIE
EXAMPLE
For a short time, the path of the piane in Fig. 12-19a is described by y
= (0.001x'-
) m. If the piane is rising with a constant upward velocity
of 10 m/s, determine the magnitudes of the velocity and acceleration
of the piane when it reaches an altitude of y = 100 m.
SOLUTION
When y = 100 m, then 100 = 0.001x2
or x = 316.2 m. Also, due to
constant velocity v,, = 10 m/s, so
100m = (10 m/s) t t = 10sy = vvt.
,
Velocity. Using the chain rule (see Appendix C) to find the
relationship between the velocity components, we have
y = 0.001x2
v). = = (0.001X) = (0.002x)X = 0.002x v
dt (1)
Thus
źly = 0.001x2
10 m/s = 0.002(316.2 m)(vx)
v., = 15.81 m/s100 m I
x
The magnitude of the velocity is therefore
(a) v = = V(15.81 m/s)2
+ (10 m/s)2
= 18.7 m/s Ans.
Acceleration. Using the chain rule, the time derivative of Eq. (1)
gives the relation between the acceleration components.
ay = vy = (0.002X)X + 0.002x(..) = 0.002(y? +
xa,) When x = 316.2 m, vx = 15.81 m/s, by = ay = O,
V, O = 0.002[(15.81 m/s)2
+ 316.2 m(a„)]
a a, = -0.791 m/s2
1110ni
(b)
Fig.12-19
x The magnitude of the plane's acceleration is therefore
a = Vax2 + ay = V"(-0.791 m/s2
)2
+ (0
m/s2)2
= 0.791 m/s2
Ans.
These results are shown in Fig. 12-196.
12
47. 12.6 MOTION OF A PROJECTILE 39
12.6 Motion of a Projectile
The free-flight motion of a projectile is often studied in terms of its
rectangular components. To illustrate the kinematic analysis, consider a
projectile Iaunched at point (x0, yo), with an initial velocity of v0, having
components (v0)., and (v0)y, Fig. 12-20. When air resistance is neglected,
the only force acting on the projectile is its weight, which causes the
projectile to have a constant downward acceleration of approximately
= g = 9.81 m/s2
or g = 32.2 ft/s2
.*
Fig. 12-20
H ori zonta I Motion. Since ax = 0, application of the constant
acceleration equations, 12-4 to 12-6, yields
v = vo + ad' v, = (v0),
x = xo + vot + x = x0 + (v0).,t
112 = /17j + 2a,(x — xo); vx = (v0)„
The first and last equations indicate that the horizontal component of
velocity always remains constant during the motion.
Vertical Motion. Since the positive y axis is directed upward, then ay
= —g. Applying Eqs. 12-4 to 12-6, we get
vy = (2,0)y — gt
Y = Yo + (vo)); — g g2
vy
= (1.10)y — 2g(y - Yo)
Recall that the last equation can be formulated on the basis of
eliminating the time t from the first two equations, and therefore only two
of the above three equations are independent of one anołher.
*This assumes that the earth's gravitational field does not vary with altilude.
X
v = vo + act;
Y = Yo yol 4a,/.2;
y 2
= 2 , 8
Each picture in this sequence is taken
after the same time interval. The red bali
falls from rest, whereas the yellow bali is
given a horizontal velocity when released.
Both balls accelerate downward at the
same rate, and so they remain at the same
elevation al any instant. This acceleration
causes the difference in elevation between
the balls to increase between successive
photos. Also, note the horizontal distance
between successive photos of the yellow
bali is constant since the velocity in the
horizontal direction remains constant.
48. 4O CHAPTER 12 KINEMATIOS OF A PARTICLE
To summarize, problems involving the motion of a projectile can have
12 at most three unknowns since only three independent equations can be
written; that is, one equation in the horizontal direction and two in the
vertical direction. Once vx and vy are obtained, the resultant velocity v,
which is always tangent to the path, can be determined by the vector sum
as shown in Fig. 12-20.
Procedure for Analysis
Coordinate System.
• Establish the fixed x, y coordinate axes and sketch the trajectory
of the particie. Between any two points on the path specify the
given problem data and identify the three unknowns. In alt cases
the acceleration of gravity acts downward and equals 9.81 m/s2
or 32.2 ft/s2. The particle's initial and final velocities should be
represented in terms of their x and y components.
• Remember that positive and negative position, velocity, and
acceleration components always act in accordance with their
associated coordinate directions.
Kinematic Equations.
• Depending upon the known data and what is to be determined, a
choice should be made as to which three of the following four
equations should be applied between the two points on the path
to obtain the most direct solution to the problem.
Horizontal Motion.
• The velocity in the horizontal or x direction is constant, i.c.. yx = (
1,0),,,, and
x=xo+(yo)xt
Vertical Motion.
• In the vertical or y direction only two of the following three
equations can be used for solution.
vy = (vo)y + act
Y = yo + (va)y t + 4a,r1
2
Vy = (2,43)3, 2 a , ( — Y o )
For example, if the particle's final velocity vy is not needed, then
the first and third of these equations will not be useful.
Gravel falling off the end of this conveyor
bełtfollows a path that can be predicted
using the equations of constant accelerati
on. In this way the location of the
accumulated pile can be determined.
Rectangular coordinates are used for the
analysis since the acceleration is only in
the vertical direction.
49. 12.6 MOTION OF A PROJECTILE
41
EXAMPLE 12.11
A sack slides off the ramp, shown in Fig. 12-21, with a horizontal
velocity of 12 m/s. If the height of the ramp is 6 m from the floor,
determine the time needed for the sack to strike the floor and the range
R where sacks begin to pile up.
SOLUTION
Coordinate System. The origin of coordinates is established at the
beginning of the path, point A, Fig. 12-21. The initial velocity of a sack
has components (vA), = 12 m/s and (vA), = O. Also, between points A and
B the acceleration isay = —9.81 m/s2.Since (vB)x = (vA), = 12 m/s, the
three unknowns are (vB)y, R, and the time of flight tAB. Here we do not
need to determine (vB)y.
Vertical Motion. The vertical distance from A to B is known, and
therefore we can obtain a direct solution for tAB by using the equation
Ya = YA (VAVAII acaB
—6 m = O + O + m/s2
)t,21B
tAB = 1.11 s Ans.
Horizontal Motion. Since tAB has been calculated, R is determined as
follows:
xs = (vA),JAB
R = O + 12 m/s (1.11 s)
R = 13.3 m
Ans.
NOTE: The calculation for tAB also indicates that if a sack were released
from rest at A, it would take the same amount of time to strike the floor
at C, Fig. 12-21.
x
12 m/s
a = g
Fig.12-21
50. 42 CHAPTER 12 KINEMATICS OF A PARTICIE
12
EXAMPLE
12.12
The chipping machine is designed to eject wood chips at yo = 25 ft/s
as shown in Fig. 12-22. If the tube is oriented at 30° from the
horizontal, determine how high, h, the chips strike the pile if at this
instant they land on the pile 20 ft from the tube.
Fig. 12-22
SOLUTION
Coordinate System. When the motion is analyzed between points O
and A, the three unknowns are the height h, time of flight toA, and
vertical component of velocity (vA)y. [Note that (vA)x = (%),.] With the
origin of coordinates at 0, Fig. 12-22, the initial velocity of a chip has
components of
(vo), = (25 cos 30°) ft/s = 21.65 ft/s (v
o)y = (25 sin 30°) ft/s = 12.5 ft/4
Also, = (1)0)x = 21.65 ft/s and ay = -32.2 ft/s2. Since we do
not need to determine (vA)y, we have
Horizontal Motion.
XA = X0 ÷ (V0)„10A
20 ft = O + (21.65 ft/s)t0A
toA = 0.9238 s
Vertical Motion. Relating toA to the initial and final elevations of a
chip, we have
(+I) YA = Yo (vo)ytoA źekt2
oA
(h - 4 ft) = O + (12.5 ft/s)(0.9238 s) + ft/s2
)(0.9238 s)2
h = 1.81 ft Ans.
NOTE: We can determine (vA)y by using (vA)y = (vo)y + actoA.
51. 12.6 MOTION OF A PROJECTILE 43
The track for this racing event was designed so that riders jump off
the slope at 30°, from a height of 1 m. During a race it was observed
that the rider shown in Fig. 12-23a remained in mid air for 1.5 s.
Determine the speed at which he was traveling off the ramp, the
horizontal distance he travels before striking the ground, and the
maximum height he attains. Neglect the size of the bike and rider.
( a )
SOLUTION
Coordinate System. As shown in Fig. 12-23b, the origin of the
coordinates is established at A. Between the end points of the path AB
the three unknowns are the initial speed vA range R, and the vertical
component of velocity (v8)y.
Vertical Motion. Since the time of flight and the vertical distance
between the ends of the path are known, we can determine vA
(+T) YB = YA (vA)yrAB "laci,b?
-1 m = O + vA sin 30°(1.5 s) + '1(-9.81 m/s2)(1.5 s)2
vA = 13.38 m/s = 13.4 m/s Ans.
Horizontal Motion. The range R can now be determined.
±›) XB = XA (VAIAB
R = O + 13.38 cos 30° m/s (1.5 s)
= 17.4 m Ans.
In order to find the maximum height h we will consider the path
AC, Fig. 12-23b. Here the three unknowns are the time of flight tAc,
the horizontal distance from A to C, and the height h. At the
maximum height (vc,
)y = 0, and since vA is known, we can determine h
direcdy without considering tAc using the following equation.
(vc)y = (vA)y 2ac[Yc YA]
02
= (13.38 sin 30° m/s)2
+ 2(-9.81 m/s2
)[(h - 1 m) -
h = 3.28 m Ans.
NOTE: Show that the bike will strike the ground at B with a velocity
having components of
(y/3)y = 8.02 m/s4,
(v8), = 11.6 m/s —> ,
Y
B
Fig. 12-23
52. 44 CHAPTER 12 KINEMATICS OF A PARTICLE
FUNDAMENTAL PROBLEMS
F12-15. If the x and y components of a particle's velocity
are vx = (321) m/s and v,. = 8 m/s, determine the equation of
the path y = j(x). x = O and y = O when t = 0.
F12-16. A particie is traveling along the straight path. If its
position along the x axis is = (8t) m, where t is in seconds,
determine its speed when t = 2 s.
F12-18. A particie travels along a straight-Iine path y = 0.
5x. If the x component of the particle's velocity is v., = (2t2
)
m/s, where t is in seconds, determine the magnitude of the
particle's velocity and acceleration when t = 4 s.
3 m
x
F12-18
F12-19. A particie is traveling along the parabolic path y =
0.25x2
. If x = (2t2
) m, where t is in seconds, determine the
magnitude of the particle's velocity and acceleration when
r = 2 s.
7= y0.25.v2
x
FI2-19
F12-20. The box slides down the siope described by the
equation y = (0.05x2
) m, where x is in meters. If the box has x
components of velocity and acceieration of vx = —3 m/s and
a., = —1.5 m/s2
at x = 5 m,determine the y components of the
velocity and the acceieration of the box at this instant.
Y
2 = : . . . , c 2
x
F12-20
V4 m
F12-16
F12-17. A particie is constrained to travel along the path.
If x = (44
) m, where I is in seconds, determine the
magnitude of the particle's velocity and acceieration
when t = 0.5 s.
F12-17
53. 12.6 MOTION OF A PROJECTILE
45
F12-21. The bali is kicked from point A with the initial F12-25. A bali is thrown from A. If it is required to elear
velocity vA = 10 m/s. Determine the maximum height h it the wali at B, determine the minimum magnitude of its
reaches. initial velocity vA.
F12-22. The bali is kicked from point A with the initial
velocity vA = 10 m/s. Determine the range R, and the speed
when the bali strikes the ground.
x B - -
= 10 m s
B
F12-21/22
F12-23. Determine the speed at which the basketball at A
musi be thrown at the angle of 30° so that it makes it to the
basket at B.
v B
/
x
1.Śm
10 m
F12-23
12 ft-
F12-25
F12-26. A projectile is fired with an initial velocity of vA =
150 m/s off the roof of the building. Determine the range R
where it stńkes the ground at B.
3m
F12-24. Water is sprayed at an angle of 909
from the slope
at 20 m/s. Determine the range R.
F12-24
vA = 150 m/s
F12-26
Y
54. 46 CHAPTER 12 KINEMATICS OF A PARTICLE
1 2
12-73. The position of a particie is defined by r = {5(cos
201 + 4(sin 2t)J } m, where t is in seconds and the
arguments for the sine and cosine are given in radians.
Determine the magnitudes of the velocity and acceleration
of the particie when t = I s. Also, prove that the path of the
particie is elliptical.
12-74. The velocity of a particie is v = { 31+ (6 — 2t)j }
m/s, where t is in seconds. If r = O when t = 0, determine
the displacement of the particie during the time interval t=
Istot= 3 s.
12-75. A particie, originally at rest and located at point
(3 ft, 2 ft, 5 ft), is subjected to an acceleration of a = {
6ti + 12t2
k} ft/s2
. Determine the particie's position (x,
y, z) at t = I s.
*12-76. The velocity of a particie is given by v =-
16t2
i +4t3
j + (5t + 2)k m/s, where t is in seconds. If the
particie is at the origin when i = O. determine the magnitude
of the particie's acceleration when t = 2 s. Also, what is the x,
y, z coordinate position of the particie at this instant?
12-77. The car travels from A to B, and then from B to C, as
shown in the figure. Determine the magnitude of the
displacement of the car and the distance traveled.
12-78. A car travels east 2 km for 5 minutes, then north 3
km for 8 minutes, and then west 4 km for 10 minutes.
Determine the total distance traveled and the magnitude of
displacement of the car. Also, what is the magnitude of the
average velocity and the average speed?
12-79. A car traveling along the straight portions of the
road has the velocities indicated in the figure when it
arrives at points A, B, and C. If it takes 3 s to go from A to
B, and then 5 s to go from B to C, determine the average
acceleration between points A and B and between points A
and C.
qab,v,,=20ni
A
Prob. 12-79
*12-80. A particie travels along the curve from A to B in 2 s.
It takes 4 s for it to go from B to C and then 3 s to go from C
to D. Determine its average speed when it goes from A to D.
2km
AMIO
3tiu„
'C
Prob. 12-77 Prob. 12-80
55. 12.6 MOTION OF A PROJECTILE 47
12-85. A particie travels along the curve from A to B in 1 s.
If it takes 3 s for it to go from A to C, determine its average
velocity when it goes from B to C.
12-81. The position of a crate sliding down a ramp is given
by x = (0.25t3) m, y = (1.512) m, z = (6 - 0.75/5/2) m, where t
is in seconds. Determine the magnitude of the crate's
velocity and acceleration when t = 2 s.
12-82. A rocket is fired from rent at x = O and travels along
a parabolic trajectory described by y21 = [120(103)x] m. If
the x component of acceleration is ax = (412) m/s2, where
t is in seconds, determine the magnitude of the rocket's
velocity and acceleration when t = 10 s.
12-83. The particie travels along the path defined by
the parabola y = 0.5x2. If the component of velocity
along the x axis is r), = (5t) ft/s, where t is in seconds,
determine the particle's distance from the origin O and
the magnitude of its acceleration when t = 1 s. When t
= 0, x = 0, y = 0.
1 y=0.5x2
0
x
Prob. 12-83
• C
Prob. 12-85
R
20 m
A
12-86. When a rocket reaches an altitude of 40 m it begins
to travel along the parabolic path (y - 40)2
= 160x, where
the coordinates are measured in meters. If the component
of velocity in the vertical direction is constant at v, = 180
m/s, determine the magnitudes of the rocket's velocity and
acceleration when it reaches an altitude of 80 m.
*12-84. The motorcycle travels with constant speed yo
along the path that, for a short distance, takes the form of a
sine curve. Determine the x and y components of its
velocity at any instant on the curve.
Y
- 4o), = 160x
y = c sin (-y-, x)
c_l
x
x
Prob. 12-84 Prob. 12-86
56. 48 CHAPTER 12 KINEMATICS OF A PARTICLE
12-87. Pegs A and B are restricted to move in the elliptical 12
slots due to the motion of the slotted Iink. If the link moves with
a constant speed of 10 m/s, determine the magnitude of the
velocity and acceleration of peg A when x = 1 m.
y
Prob. 12-87
*12-88. The van travels over the hill described by y = (-
1.5(10-3
)x2
+ 15)ft. If it has a constant speed of 75 ft/s,
determine the x and y components of the van's velocity
and acceleration when x = 50 ft.
Y
15 ft Y = (-
1.5 (10') x2 + 15) ft
x
100ft
Prob. 12-88
1249. It is observed that the time for the bali to strike the
ground at B is 2.5 s. Determine the speed y4 and angle 04 at
which the bali was thrown.
12-90. Determine the minimum initial velocity vo and the
corresponding angle 00 at which the bali must be kicked in
order for it to just cross over the 3-m high fence.
ni
Prob. 12-90
12-91. During a race the dirt bike was observed to leap up
off the smali hill at A at an angle of 60° with the horizontal.
If the point of landing is 20 ft away, determine the
approximate speed at which the bike was traveling just
before it Ieft the ground. Neglect the size of the bike for the
calculation.
•
S.
A/ 6°'
1.2m
50 m
Prob. 12-89 Prob. 12-91
57. 12.6 MOTION OF A PROJECTILE 49
*12-92. The girl always throws the toys at an angle of 30°
from point A as shown. Determine the time between
throws so that both toys strike the edges of the pool B and
C at the same instant.With what speed musi she throw
each toy?
12-95. A projectile is given a velocity vo at an angle above
the horizontal. Determine the distance d to where 12 it
strikes the sloped ground. The acceleration due to gravity
is g.
*12-96. A projectile is given a velocity vo. Determine the
angle ib at which it should be Iaunched so that d is a
maximum. The acceleration due to gravity is g.
Prob. 12-92 Probs. 12-95/96
12-93. The player kicks a football with an initial speed of vo
= 90 ft/s. Determine the time the bali is in the air and the
angle d of the kick.
12-94. From a videotape, it was observed that a player
kicked a football 126 ft during a measured time of 3.6
seconds. Determine the initial speed of the bali and the
angle O at which it was kicked.
12-97. Determine the minimum height on the wali to which
the firefighter can project water from the hole, so that the
water strikes the wali horizontally.The speed of the
water at the nozzle is = 48 ft/s.
•12-98. Determine the smallest angle O. measured above
the horizontal, that the bose should be directed so that the
water stream strikes the bottom of the wali at B. The
speed of the water at the nozzle is vc = 48 ft/s.
Prol)... 12-97/98Probs. 12-93/94
58. 12
12-99. Measurements of a shot recorded on a videotape
during a basketball game are shown. The bali passed through
the hoop even though it bardy cleared the hands of the player
B who attempted to block it. Neglecting the size of the bali,
determine the magnitude vA of its initial velocity and the
height h of the bali when it passes over player B.
SOft
50 CHAPTER 12 KINEMATICS OF A PARTICLE
30°
7ft
25ft
Prob. 12-99
*12-100. It is observed that the skier leaves the ramp A at
an angle BA = 25° with the horizontal. If he strikes the
ground at B, determine his initial speed vA and the time of
flight 1,4R.
12-101. It is observed that the skier leaves the ramp A at an
angle BA = 25° with the horizontal. If he strikes the ground
at B, determine his initial speed vA and the speed at which
he strikes the ground.
Probs. 12-100/101
12-102. A golf bali is struck with a velocity of 80 ft/s as
shown. Determine the distance d to where it will land.
Prob. 12-102
12-103. The bali is thrown from the tower with a velocity
of 20 ft/s as shown. Determine the x and y coordinates to
where the bali strikes the slope. Also, determine the speed
at which the bali hits the ground.
Prob. 12-103
*12-104. The projectile is launched with a velocity vo.
Determine the range R, the maximum height h attained, and
the time of flight. Express the results in terms of the angle
d and ry0. The acceleration due to gravity is g.
V■1
. = x
Prob. 12-104
5ft—
R
I0ft
59. 12.6 MOTION OF A PROJECTILE 51
12-105. Determine the horizontal velocity vA of a tennis
bali at A so that it just clears the net at B. Also, find the
distance s where the bali strikes the ground.
*12-108. The man at A wishes to throw two darts at the
target at B so that they arrive at the same time. If each dart 12
is thrown with a speed of 10 m/s, determine the angles Bc
and OD at which they should be thrown and the time between
each throw. Note that the first dart must be thrown at OC (> O
D), then the second dart is thrown at O.
B
-r-
3
ft
i—s
2 1 f t - - • 1
Prob.12-105
7.5ft
1 5m
O c C
B
A
Prob. 12-108
12-106. The bali at A is kicked with a speed v,, = 8 ft/s and
at an angle 0A = 30°. Determine the point (x, y) where it
strikes the ground. Assume the ground has the shape of a
parabola as shown.
12-107. The bali at A is kicked such that BA = 30°. If it
strikes the ground at B having coordinates x = 15 ft, y = -9
ft, determine the speed at which it is kicked and the speed
at which it strikes the ground.
12-109. A boy throws a bali at O in the air with a speed rio
at an angle O. If he then throws another bali with the same
speed ty0 at an angle 02 < Bt, determine the time between
the throws so that the balls collide in midair at B.
Prob.12-109P r4). 12-106/107
x
60. 52 CHAPTER 12 K1NEMATICS OF A PARTICLE
12-110.Smali packages traveling on the conveyor bełtfali
12 off finto a 1-m-long loading car. If the conveyor is running at a
constant speed of vc = 2 m/s, determine the smallest and
largest distance R at which the end A of the car may be
placed from the conveyor so that the packages enter the car.
*12-112. The baseball player A hits the baseball at vA = 40
ft/s and 0, = 60° from the horizontal. When the bali is
directly overhead of player B he begins to run under it.
Determine the constant speed at which B must run and the
distance d in order to make the catch at the same elevation
at which the bali was hit.
d15ft
Prob. 12-110
VA=4
00
iS
Prob.12-112
12-111. The fireman wishes to direct the flow of water
from his hose to the fire at B. Determine two possible
angles 01 and 02 at which this can be done. Water flows
from the hose at vA = 80 ft/s.
12-113. The man stands 60 ft from the wali and throws a
bali at it with a speed vo = 50 ft/s. Determine the angle O at
which he should release the bali so that it strikes the wali at
the highest point possible. What is this height? The room
has a ceiling height of 20 ft.
35 ft
Prob. 12-111 Prob. 12-113
■7..•iFAL'IrW1•■.`1F■TMFAi~a∎T:
61. 12.7 CURVILINEAR MOTION: NORMAL AND TANGENTIAL COMPONENTS 5 3
12.7 Curvilinear Motion: Normal and
Tangential Components
When the path along which a particie travels is known, then it is often
convenient to describe the motion using n and t coordinate axes which
act norma] and tangent to the path, respectively, and at the instant
considered have their origin located at the particie.
Planar Motion. Consider the particie shown in Fig. 12-24a, which
moves in a piane along a fixed curve, such that at a given instant it is at
position s, measured from point O. We will now consider a coordinate
system that has its origin on the curve, and at the instant considered this
origin happens to coincide with the location of the particie. The t axis is
tangent to the curve at the point and is positive in the direction of
increasing s.We will designate this positive direction with the unit vector
u,. A unique choice for the normal axis can be macie by noting that
geometrically the curve is constructed from a series of differential arc
segments ds, Fig. 12-24b. Each segment ds is formed from the arc of an
associated circle having a raditts of curvature p (rho) and center of
curvature D'. The normal axis n is perpendicular to the t axis with its
positive sense directed toward the center of curvature O', Fig. 12-24a.
This positive direction, which is always on the concave side of the curve,
will be designated by the unit vector u.. The piane which contains the n
and t axes is referred to as the embracing or osculating piane, and in this
case it is fixed in the piane of motion.*
Velocity. Since the particie moves,s is a function of time. As indicated in
Sec. 12.4, the particle's velocity v has a direction that is always tangent
to the path, Fig. 12-24c, and a magnitude that is determined by taking the
time derivative of the path function s = s(t), i.e., v = ds/dt (Eq. 12-8).
Hence
V = (12-15)
where
Position
(a)
o'
ds
Radius of curvature
(b)
Velocity
(c)
v = s
(12-16)
Fig. 12-24
The osculating piane may also be defined as the piane which has che greatest contact
with the curve at a point. It is the limiting position of a piane contacting both the point and th
e arc segment ds. As noted above, the osculating piane is always coincident with a piane
curve; however, each point on a three-dimensional curve has a unique osculating piane.
62. 12.7 CURVILINEAR MOTION: NORMAL AND TANGENTIAL COMPONENTS 55
To better understand these results, consider the following two special
cases of motion.
1. If the particie moves along a straight line, then p -) cc and from Eq.
12-20, a„ = 0. Thus a = a, = b, and we can conclude that the
tangential component of acceleration represents the time rate of
change in the magnitude of the velocity.
2. If the particie moves along a curve with a constant speed, then a, = v
= O and a = a„ = v2
/p. Therefore, the normal component of
acceleration represents the time rate of change in the direction of
the velocity. Since always acts towards the center of curvature,
this component is sometimes referred to as the centripetal (or center
seeking) acceleration.
As a result of these interpretations, a particie moving along the curved
path in Fig. 12-25 will have accelerations directed as shown.
r" a
t
Change in
magnitude of
velocity
Fig. 12-25
Three-Dimensional Motion. If the particie moves along a space curve,
Fig. 12-26, then at a given instant the t axis is uniquely specified;
however, an infinite number of straight lines can be constructed normal
to the tangent axis. As in the case of planar motion, we will choose the
positive n axis directed toward the path's center of curvature O'. This
axis is referred to as the principal normal to the curve. With the n and t
axes so defined, Eqs. 12-15 through 12-21 can be used to determine v
and a. Since u, and u„ are always perpendicular to one another and lie in
the osculating piane, for spatial motion a third unit vector, ub, defines the
binormal axis b which is perpendicular to u, and u„, Fig. 12-26.
Since the three unit vectors are related to one another by the vector
cross product, e.g., ub = u, x u,„ Fig. 12-26, it may be possible to use this
relation to establish the direction of one of the axes, if the directions of
the other two are known. For example, no motion occurs in the ub
direction, and if this direction and u, are known, then u„ can be
determined, where in this case u„ = ub x u„ Fig. 12-26. Remember,
though, that un is always on the concave side of the curve.
As the boy swings upward with a
velocity y, his motion can be analyzed
using n—r coordinates. As he rises, the
magnitude of his velocity (speed) is
decreasing, and so a, will be negative.
The rale at which the direction of his
velocity changes is a„, which is always
positive, that is, towards the center of
rotation.
8=a,
Increasing
speed
a
Change in
direction of
velocity
an
b osculating piane
• O'
n
Ull
Fig. 12-26
63. 54 C H A P T E R 1 2 K I N E M A T I C S O F A P A R T I C L E
12
Acceleration. The acceleration of the particie is the time rate of
change of the velocity. Thus,
a = v = vu, + vu, (12-17)
In order to determine the time derivative note that as the particie
moves along the arc ds in time dt, u, preserves its magnitude of unity;
however, its direction changes, and becomes , Fig. 12-24d. As shown in
Fig. 12-24e, we require ui = u, + du,. Here du, stretches between the
arrowheads of u, and which lie on an infinitesimal arc of radius u, = 1.
Hence, du, has a magnitude of du, = (1) dO, and its direction is defined by
un. Consequently, du, = Mu,,, and therefore the time derivative becomes
= Bu„. Since ds = pdO, Fig. 12-24d, then B = Słp, and therefore
( d )
" f t
4
( e )
o '
a,
Acceleration
(f)
Fig. 12-24 (mut)
= Óti„ = = u„
P P
Substituting into Eq. 12-17, a can be written as the sum of its two
components,
a = a,u, + anun
(12-18)
where
a,=ti
or a,ds = v dv (12-19)
and
v2
a„ = —
(12-20)
P
These two mutually perpendicular components are shown in Fig. 12-24f.
Therefore, the magnitude of acceleration is the positive value of
a = (12-21)
64. 56 CHAPTER 12 KINEMATICS OF A PARTICLE
12 Procedure for Analysis
Coordinate System.
• Provided the park of the particie is known, we can establish a set of n
and t coordinates having a fixed origin, which is coincident with the
particie at the instant considered.
• The positive tangent axis acts in the direction of motion and the
positive normal axis is directed toward the path's center of
curvature.
Velocity.
• The particle's velocity is always tangent to the path.
• The magnitude of velocity is found from the time derivative of the
path function.
v = s
Tangential Acceleration.
• The tangential component of acceleration is the result of the time
rate of change in the magnitude of velocity. This component acts in
the positive s direction if the particle's speed is increasing or in the
opposite direction if the speed is decreasing.
• The relations between a,, v, t and s are the same as for rectilinear
motion, namely,
a, =v ai ds = v dv
• I f a , i s c o n s t a n t , a , = ( a , ) , . , t h e a b o v e
e q u a t i o n s , w h e n i n t e g r a t e d , y i e l d s = s o
+ v o r + i ( a , ) , 1 2
v = vp + (a ,),t
v2 = vó + 2(a,),(s — so)
Normal Acceleration.
• The normal component of acceleration is the result of the time rate
of change in the direction of the velocity. This component is always
directed toward the center of curvature of the path, i.e., along the
positive n axis.
• The magnitude of this component is determined from
V2
a„ = —
P
• If the path is expressed as y = j(x), the radius of curvature p at any
point on the path is determined from the equation
[1 + (dy/dX")2
]3/2
P—
Id2
yIdx=
I
The derivation of this result is given in any standard calculus text.
Motorists traveling along Ibis cloverleaf
interchange expericnce a normal accelerat
ion due to the change in direction of their
velocity. A tangential component of
acceleration occurs when the cars speed
is increased or decreased.