Dynamics · Chapter 13 — Kinetics of a Particle: Force & Acceleration
Engineering Mechanics · Dynamics · Chapter 13

Kinetics of a Particle:
Force and Acceleration

Kinetics relates the forces acting on a particle to the motion they produce. This chapter develops Newton's second law into the equation of motion and applies it across rectangular, normal–tangential, and cylindrical coordinate systems, closing with central-force motion and the mechanics of orbits.

Chapter Objectives

  • Explain the physical distinction among mass, weight, resultant force, and acceleration.
  • Construct free-body and kinetic diagrams for a particle or particle system in an inertial frame.
  • Select rectangular, normal–tangential, or cylindrical equations to match the known motion.
  • Calculate accelerations, reactions, friction forces, and central-force motion from Newton's second law.
  • Test contact, tension, and static-friction assumptions for physical admissibility.
  • Verify results through units, signs, limiting behavior, and independent kinematic checks.
13.1

Newton's Second Law of Motion

Kinetics is the branch of dynamics that connects the change in motion of a body to the forces that cause it. Its foundation is Newton's second law, which describes how an unbalanced force produces acceleration.

LAW
Newton's Second Law of Motion

When an unbalanced force acts on a particle, the particle accelerates in the direction of that force, with a magnitude proportional to the force. The constant of proportionality is the particle's mass m.

Mass and Inertia

Applying a known unbalanced force F and measuring the resulting acceleration a gives a constant ratio \(m = F/a\). This positive scalar is the mass. Because it stays constant throughout any acceleration, mass measures a particle's resistance to a change in velocity — its inertia.

Equation of Motion (single force)
\[ \mathbf{F} = m\mathbf{a} \]

This is one of the most important relationships in mechanics, and its validity rests on experimental evidence. Newton's law fails near the speed of light (where Einstein's relativity applies) and at atomic scales (where quantum mechanics applies), but those regimes are not encountered in ordinary engineering problems.

Course Note

Always confirm the force is the net (resultant) force before equating it to ma. A common early mistake is plugging in a single applied force while ignoring weight, friction, or normal reactions. Draw the free-body diagram first, every time.

Newton's Law of Gravitational Attraction

Newton also postulated a law for the mutual attraction between any two particles.

LAW
Law of Gravitational Attraction

Any two particles attract each other along the line joining their centers, with a force proportional to the product of their masses and inversely proportional to the square of the distance between them.

Eq. 13–1
\[ F = G\,\frac{m_1 m_2}{r^2} \]
Fforce of attraction between the two particles
Guniversal gravitational constant, \(G = 66.73\times10^{-12}\ \mathrm{m^3/(kg\cdot s^2)}\)
m₁, m₂mass of each particle
rdistance between the particles' centers
Weight

Near the earth's surface, the only gravitational force of significant magnitude is between the earth and the particle. Letting \(m_2 = M_e\) (earth's mass) and defining \(g = GM_e/r^2\), the weight follows directly.

Weight (Eq. 13–2)
\[ W = mg \quad (\mathrm{N}), \qquad g = 9.81\ \mathrm{m/s^2} \]

g — Acceleration Due to Gravity

Comparing \(W = mg\) with \(F = ma\) identifies g as the acceleration due to gravity. The standard value \(g = 9.81\ \mathrm{m/s^2}\) is measured at sea level and latitude 45° (the "standard location"). A 1-kg body therefore weighs 9.81 N, a 2-kg body weighs 19.62 N, and so on.

m (kg) a = g (m/s²) W = mg (N)
Figure 13–1 A body of mass m falls freely with acceleration g; its weight is the gravitational force W = mg. (Original redrawn schematic.)
13.2

The Equation of Motion

When more than one force acts on a particle, the resultant is the vector sum of all forces, \(\mathbf{F}_R = \Sigma\mathbf{F}\). The equation of motion takes its general form using this resultant.

Equation of Motion — general form (Eq. 13–3)
\[ \Sigma\mathbf{F} = m\mathbf{a} \]

Free-Body Diagram & Kinetic Diagram

The free-body diagram shows the particle isolated from its supports with every acting force drawn on it. The kinetic diagram shows the single resultant ma vector that those forces produce. Setting the two diagrams equal expresses the equation of motion graphically: \(\Sigma\mathbf{F} = m\mathbf{a}\). If the resultant is zero, the acceleration is zero — the particle stays at rest or moves with constant velocity (static equilibrium, Newton's first law).

F₂ F₁ Free-body diagram = ma Kinetic diagram
Figure 13–2 The graphical equivalence between the free-body diagram (forces) and the kinetic diagram (resultant ma). (Original redrawn schematic.)
Inertial Reference Frame

Inertial (Newtonian) Reference Frame

The equation of motion is only valid when acceleration is measured relative to a non-rotating frame whose axes are fixed or translate at constant velocity. In such a frame the observer does not accelerate, so the measured acceleration is the same from any frame of this type. For rockets and satellites the frame may be fixed to the stars; for motion near the earth's surface, a frame fixed to the earth suffices, since the earth's rotational accelerations are negligibly small for most applications.

Course Note

You will sometimes see the equation rearranged as \(\Sigma\mathbf{F} - m\mathbf{a} = 0\), where \(-m\mathbf{a}\) is treated as an "inertia force vector" (D'Alembert's principle). It can be handy for intuition, but in this course we keep forces on one side and ma on the other — it keeps signs and bookkeeping cleaner under exam pressure.

13.3

Equation of Motion for a System of Particles

The equation of motion extends to a system of particles enclosed in a region of space. The analysis holds regardless of how the particles are connected, so it applies equally to solids, liquids, and gases.

Internal vs. External Forces

For the i-th particle of mass \(m_i\), the internal force \(\mathbf{f}_i\) is the resultant of forces the other particles exert on it, while the external force \(\mathbf{F}_i\) represents gravitational, electrical, magnetic, or contact forces from bodies outside the system. Applying \(\Sigma\mathbf{F} = m\mathbf{a}\) to this particle gives \(\mathbf{F}_i + \mathbf{f}_i = m_i\mathbf{a}_i\).

Summing over all particles and noting that internal forces cancel in equal-and-opposite collinear pairs, only the external forces survive:

System sum (Eq. 13–4)
\[ \Sigma\mathbf{F}_i = \Sigma m_i \mathbf{a}_i \]

Introducing the center of mass G, defined by \(m\mathbf{r}_G = \Sigma m_i \mathbf{r}_i\) with total mass \(m = \Sigma m_i\), and differentiating twice in time (no mass entering or leaving) yields \(m\mathbf{a}_G = \Sigma m_i \mathbf{a}_i\). Substituting gives the compact result:

Motion of the center of mass (Eq. 13–5)
\[ \Sigma\mathbf{F} = m\,\mathbf{a}_G \]

The sum of external forces equals the total mass times the acceleration of the center of mass. Because real bodies have finite size, this result justifies treating a body as a single particle.

Important Points

  • The equation of motion is based on experimental evidence and is valid only within an inertial frame of reference.
  • The equation states that an unbalanced force on a particle causes it to accelerate.
  • An inertial frame does not rotate; its axes either translate at constant velocity or are at rest.
  • Mass is a property of matter measuring resistance to a change in velocity. It is absolute — it does not change with location.
  • Weight is a force caused by the earth's gravitation. It is not absolute; it depends on altitude above the earth's surface.
13.4

Equations of Motion: Rectangular Coordinates

For a particle moving relative to an inertial x, y, z frame, both the forces and the acceleration are resolved into i, j, k components. Applying \(\Sigma\mathbf{F} = m\mathbf{a}\) and matching components on each side gives three scalar equations.

Scalar Equations of Motion (Eq. 13–6)
\[ \Sigma F_x = m a_x \qquad \Sigma F_y = m a_y \qquad \Sigma F_z = m a_z \]

If the particle is constrained to the x–y plane, only the first two equations are needed.

Procedure for Analysis

The equations of motion relate the forces on a particle to the accelerated motion they cause.

Free-Body Diagram
  • Select the inertial coordinate system — usually rectangular x, y, z for rectilinear motion.
  • Draw the free-body diagram showing all forces, so they can be resolved into components.
  • Establish the direction and sense of the acceleration. If unknown, assume each component acts along its positive axis.
  • Represent the acceleration as the ma vector on the kinetic diagram, and identify the unknowns.
Equations of Motion
  • If forces resolve directly from the free-body diagram, apply the scalar component equations.
  • For complicated 3-D geometry, use Cartesian vector analysis.
  • Friction: on a rough surface use \(F_f = \μk N\); the friction force opposes relative motion. If motion impends, use the static coefficient.
  • Spring: for a linear elastic spring \(F_s = k s\), where \(s = l - l_0\) is the deformation from the undeformed length.
Kinematics
  • Once a is found from \(\Sigma\mathbf{F} = m\mathbf{a}\), apply kinematic equations to find velocity or position.
  • If \(a = f(t)\): use \(a = dv/dt\) and \(v = ds/dt\).
  • If \(a = f(s)\): integrate \(a\,ds = v\,dv\).
  • If \(a\) is constant: use \(v = v_0 + a_c t,\ s = s_0 + v_0 t + \tfrac12 a_c t^2,\ v^2 = v_0^2 + 2 a_c (s - s_0)\).
  • A negative result for an unknown component means it acts opposite to the assumed sense.
Course Note

In connected-body problems, pick one positive direction for the whole system and commit to it across every equation, including the kinematic constraint. The negative sign that pops out (as on \(a_B\) here) is the math telling you the real direction — trust it instead of re-deriving.

13.5

Equations of Motion: Normal and Tangential Coordinates

When a particle travels a known curved path, it is natural to resolve forces along the tangential (t), normal (n), and binormal (b) directions. There is no motion in the binormal direction, since the particle is constrained to the path.

Equations of Motion — n, t, b (Eq. 13–7)
\[ \Sigma F_t = m a_t \qquad \Sigma F_n = m a_n \qquad \Sigma F_b = 0 \]

Tangential vs. Normal Components

The tangential component \(a_t = dv/dt\) measures the change in the magnitude of velocity: a tangential force along the motion speeds the particle up, one against it slows the particle down. The normal component \(a_n = v^2/ρ\) measures the change in the direction of velocity. It is produced by \(\Sigma F_n\), which always points toward the path's center of curvature — for this reason it is often called the centripetal force.

t n ΣFₜ ΣFₙ Inertial coordinate system
Figure 13–11 Force components in the tangential and normal directions for a particle on a known curved path. (Original redrawn schematic.)

Procedure for Analysis

Free-Body Diagram
  • Establish the t, n, b coordinate system at the particle and draw its free-body diagram.
  • The normal acceleration \(a_n\) always acts in the +n direction (toward the center of curvature).
  • If \(a_t\) is unknown, assume it acts in the +t direction. There is no acceleration in the b direction.
Equations of Motion
  • Apply Eq. 13–7.
Kinematics
  • Formulate \(a_t = dv/dt\) or \(a_t = v\,dv/ds\), and \(a_n = v^2/ρ\).
  • For a path \(y = f(x)\), the radius of curvature is \(ρ = \dfrac{[1 + (dy/dx)^2]^{3/2}}{|\,d^2y/dx^2\,|}\).
13.6

Equations of Motion: Cylindrical Coordinates

When the forces are resolved along the cylindrical unit directions \(\mathbf{u}_r, \mathbf{u}_θ, \mathbf{u}_z\), the equation of motion produces three scalar equations.

Equations of Motion — cylindrical (Eq. 13–8)
\[ \Sigma F_r = m a_r \qquad \Sigma F_θ = m a_θ \qquad \Sigma F_z = m a_z \]

If motion is confined to the r–θ plane, only the first two are used. The acceleration components come from kinematics:

Acceleration components
\[ a_r = \ddot{r} - r\dot{θ}^2 \qquad a_θ = r\ddot{θ} + 2\dot{r}\dot{θ} \qquad a_z = \ddot{z} \]

Direction of Normal and Friction Forces

When a particle follows a path \(r = f(θ)\), the normal force N is perpendicular to the tangent of the path, and the friction force F acts along the tangent opposing motion. Their directions relative to the radial line are fixed by the angle \(\psi\), measured between the extended radial line and the tangent to the curve.

Angle to the tangent (Eq. 13–9)
\[ \tan\psi = \frac{r}{dr/dθ} \]

A positive \(\psi\) is measured counterclockwise (in the +θ sense) from the extended radial line to the tangent; a negative value is measured clockwise.

Procedure for Analysis

Free-Body Diagram
  • Establish the r, θ, z inertial coordinate system and draw the free-body diagram.
  • Assume \(a_r, a_θ, a_z\) act in the positive directions if unknown; identify all unknowns.
Equations of Motion
  • Apply Eq. 13–8.
Kinematics
  • Determine r and the time derivatives \(\dot{r}, \ddot{r}, \dot{θ}, \ddot{θ}, \ddot{z}\), then evaluate \(a_r, a_θ, a_z\).
  • A negative acceleration component indicates it acts in its negative coordinate direction.
  • When differentiating \(r = f(θ)\), use the chain rule carefully.
13.7

Central-Force Motion and Space Mechanics

Central-Force Motion

If a particle moves under a single force whose line of action is always directed toward a fixed point, the motion is called central-force motion. It is commonly produced by electrostatic and gravitational forces, and it governs satellites, moons, and planetary orbits.

Using polar coordinates and writing the equation of motion for a particle acted on only by the central force F (directed toward the origin):

Polar equations of motion (Eq. 13–10)
\[ -F = m\!\left(\frac{d^2 r}{dt^2} - r\Big(\frac{dθ}{dt}\Big)^{\!2}\right) \qquad 0 = m\!\left(r\frac{d^2θ}{dt^2} + 2\frac{dr}{dt}\frac{dθ}{dt}\right) \]

The second equation integrates to a constant of the motion — the basis of the equal-areas property.

Conservation of angular momentum (Eq. 13–11)
\[ r^2\frac{dθ}{dt} = h \]

Areal Velocity

The area swept by the radius as it turns through \(dθ\) is \(dA = \tfrac12 r^2 dθ\). The areal velocity \(dA/dt = \tfrac12 r^2 \dotθ = h/2\) is therefore constant: a particle in central-force motion sweeps out equal areas in equal times.

Eliminating time with the substitution \(\xi = 1/r\) transforms Eq. 13–10 into a differential equation for the path \(r = f(θ)\):

Path equation (Eq. 13–13)
\[ \frac{d^2\xi}{dθ^2} + \xi = \frac{F}{m h^2 \xi^2} \]
Gravitational Orbit

For gravitational attraction \(F = G M_e m / r^2\), the path equation becomes linear, and its solution is the equation of a conic section in polar form.

Free-flight trajectory (Eq. 13–15)
\[ \frac{1}{r} = C\cos(θ - \phi) + \frac{G M_e}{h^2} \]

Eccentricity and the Directrix

A conic section is the locus of a point whose distance to a focus F bears a constant ratio e (the eccentricity) to its distance from a fixed line, the directrix. Comparing the conic equation with Eq. 13–15 identifies the distance from focus to directrix as \(p = 1/C\) and the eccentricity as \(e = C h^2 / (G M_e)\) (Eq. 13–17).

Measuring \(θ\) from the axis of symmetry sets \(\phi = 0\), so the trajectory reduces to:

Trajectory along the axis of symmetry (Eq. 13–18)
\[ \frac{1}{r} = C\cosθ + \frac{G M_e}{h^2} \]

The constants h and C follow from the launch conditions \(r_0\) and \(v_0\) at the start of free flight (\(v_0\) parallel to the surface, so it has no radial component):

Launch constants (Eqs. 13–19, 13–20)
\[ h = r_0 v_0 \qquad C = \frac{1}{r_0}\!\left(1 - \frac{G M_e}{r_0 v_0^2}\right) \]
Full free-flight trajectory (Eq. 13–21)
\[ \frac{1}{r} = \frac{1}{r_0}\!\left(1 - \frac{G M_e}{r_0 v_0^2}\right)\cosθ + \frac{G M_e}{r_0^2 v_0^2} \]

Trajectory Type by Eccentricity (Eq. 13–22)

  • \(e = 0\) — circle
  • \(e = 1\) — parabola
  • \(e < 1\) — ellipse
  • \(e > 1\) — hyperbola
Earth v₀ e=0 e<1 e=1
Figure 13–25 Free-flight trajectories about the earth: circular, elliptical, and parabolic paths set by the launch speed and eccentricity. (Original redrawn schematic.)
Escape Velocity and Circular Orbit
Escape velocity (parabola, e = 1) — Eq. 13–23
\[ v_e = \sqrt{\frac{2 G M_e}{r_0}} \]
Circular-orbit speed (e = 0) — Eq. 13–24
\[ v_c = \sqrt{\frac{G M_e}{r_0}} \]

The escape velocity is the launch speed that places a satellite on a parabolic path — "on the border" of never returning. Launch speeds below \(v_c\) cause the satellite to reenter and burn up or crash.

Elliptical Orbit

Planets and most satellites follow elliptical orbits, with the earth at one focus. The closest approach (perigee) and farthest point (apogee) define the ellipse.

Perigee and apogee (Eqs. 13–25, 13–26)
\[ r_p = r_0 \qquad r_a = \frac{r_0}{\big(2 G M_e/(r_0 v_0^2)\big) - 1} \]
Semi-axes (Eqs. 13–27, 13–28)
\[ a = \frac{r_p + r_a}{2} \qquad b = \sqrt{r_p\, r_a} \]
Orbital period (Eq. 13–30)
\[ T = \frac{\pi}{h}(r_p + r_a)\sqrt{r_p\, r_a} \]
O rₚ rₐ b a a
Figure 13–26 Geometry of an elliptical orbit: the earth sits at one focus O; perigee \(r_p\), apogee \(r_a\), and the semi-axes a and b. (Original redrawn schematic.)
Kepler's Laws

The elliptical nature of planetary orbits was discovered by Johannes Kepler after twenty years of observation — before Newton formulated his laws — so it later served as important confirmation of those laws. For a planet, the sun's mass \(M_s\) replaces \(M_e\) in the formulas.

LAW
Kepler's First Law (Law of Ellipses)

Every planet moves in an ellipse with the sun located at one focus. (Stated mathematically by Eq. 13–21.)

LAW
Kepler's Second Law (Law of Areas)

The line joining a planet to the sun sweeps out equal areas in equal time intervals, regardless of its length. (Stated mathematically by Eq. 13–12.)

LAW
Kepler's Third Law (Harmonic Law)

The square of the period of any planet is directly proportional to the cube of the major axis of its orbit.

Course Note

For orbit problems, decide the trajectory type from e before grinding through algebra. Computing eccentricity first tells you whether to expect a bounded (circle/ellipse) or unbounded (parabola/hyperbola) path, and that sanity-checks every later number. Keep G, \(M_e\), and \(r_0\) in consistent SI units — mixing Mm and km is the most common source of wrong answers here.


Physical meaning

Newton's second law states that the vector imbalance of external forces changes velocity. Coordinate components are bookkeeping choices: normal force balance changes direction, tangential force balance changes speed, and neither acceleration component is an additional physical force.

Problem-solving strategy

  1. Isolate one particle or a clearly defined particle system and draw only its external forces.
  2. Select an inertial frame and coordinates aligned with known motion: rectangular, normal–tangential, or cylindrical.
  3. Obtain acceleration from kinematics or a stated constraint before writing independent components of \(\Sigma\mathbf F=m\mathbf a\).
  4. Solve symbolically for reactions, friction, or acceleration, retaining the assumed sign directions.
  5. Check contact reactions, friction inequalities, tension nonnegativity, units, and limiting cases before accepting the motion.
EXAMPLE 1Pulled service crate on a level floor
An 18.0 kg service crate slides on a level floor while a 95.0 N handle force acts 25.0° above horizontal. With \(\mu_k=0.220\), determine the crate's horizontal acceleration and the normal reaction using \(g=9.81\ \text{m/s}^2\).

Recognition strategy

Forces and instantaneous acceleration are requested during known sliding, so a particle free-body diagram and rectangular components of Newton's second law are the direct method.

Given information

  • Take \(+x\) in the pull direction and \(+y\) upward; \(m=18.0\ \text{kg}\), \(P=95.0\ \text{N}\), \(\theta=25.0^\circ\), and \(\mu_k=0.220\).
  • The floor is horizontal, vertical acceleration is zero while contact persists, and kinetic friction opposes positive sliding.

Model and interpretation

Model the crate as a particle with weight, normal force, applied pull, and kinetic friction. The upward pull reduces the normal force, so friction must be computed only after vertical equilibrium.

Step-by-step solution
1. Resolve the pull. \(P_x=95\cos25^\circ=86.10\ \text{N}\) and \(P_y=95\sin25^\circ=40.15\ \text{N}\) under the declared positive axes.
2. Solve the normal equation. Since \(a_y=0\), \(N+P_y-mg=0\), giving \(N=18(9.81)-40.15=136.43\ \text{N}\).
3. Determine sliding friction. Known kinetic sliding permits \(f_k=\mu_kN=0.220(136.43)=30.01\ \text{N}\) directed opposite the positive motion.
4. Apply the horizontal equation. \(P_x-f_k=ma_x\), hence \(a_x=(86.10-30.01)/18.0=3.116\ \text{m/s}^2\) in the pull direction.

Verification

Units: Newtons divided by kilograms reduce to m/s², and the vertical equation contains forces only, so both acceleration and reaction carry correct SI units.

Signs and direction: The pull's vertical component lowers the reaction below \(mg=176.58\ \text{N}\), while the positive horizontal resultant confirms acceleration in the assumed direction.

Plausibility: The normal force remains positive, so floor contact is admissible; removing friction would raise acceleration to 4.78 m/s², correctly above the calculated value.

Final result: \(\boxed{N=136.4\ \text{N},\qquad a_x=3.12\ \text{m/s}^2\text{ in the pull direction}}\).

Engineering interpretation

Handle angle changes both useful drive force and friction through the normal reaction. The result assumes steady kinetic friction; wheel compliance, floor variation, and operator force limits would matter in equipment selection.

EXAMPLE 2Vehicle reaction at a braking crest
A 1200 kg vehicle passes over a convex road crest of radius 75.0 m at 18.0 m/s while its speed decreases at 1.80 m/s². Neglect aerodynamic and rolling resistance. Find the road's normal and tangential force components and verify contact.

Recognition strategy

The path curvature and instantaneous speed are known, so normal–tangential coordinates expose the centripetal acceleration and the separate braking acceleration without constructing rectangular motion equations.

Given information

  • At the crest, take \(+n\) downward toward the center of curvature and \(+t\) in the direction of travel; \(m=1200\ \text{kg}\), \(v=18.0\ \text{m/s}\), and \(\rho=75.0\ \text{m}\).
  • The speed is decreasing, so \(a_t=-1.80\ \text{m/s}^2\); contact requires the upward normal reaction to remain nonnegative.

Model and interpretation

Treat the vehicle as a particle. Weight acts in \(+n\), the road normal acts in \(-n\), and the road's tangential braking force acts opposite \(+t\). Rotation and suspension load distribution are outside this model.

Step-by-step solution
1. Compute kinematic components. \(a_n=v^2/\rho=18.0^2/75.0=4.32\ \text{m/s}^2\) toward the center, while \(a_t=-1.80\ \text{m/s}^2\).
2. Apply the normal equation. With downward positive, \(mg-N=ma_n\), so \(N=m(g-v^2/\rho)=1200(9.81-4.32)=6588\ \text{N}\).
3. Apply the tangential equation. The only modeled tangential external force is the road force \(F_t\), hence \(F_t=ma_t=1200(-1.80)=-2160\ \text{N}\).
4. Check contact and resultant. Since \(N=6588\ \text{N}\) is positive, contact is admissible; the resultant road force magnitude is \(\sqrt{6588^2+2160^2}=6933\ \text{N}\).

Verification

Units: Each mass–acceleration product has newtons, and the resultant combines orthogonal force components with identical dimensions.

Signs and direction: The negative tangential result agrees with braking, while the upward normal reaction is smaller than weight because part of gravity supplies inward acceleration.

Plausibility: At zero speed the formula returns \(N=mg\); loss of contact would occur at \(\sqrt{g\rho}=27.1\ \text{m/s}\), safely above the stated speed.

Final result: \(\boxed{N=6.59\ \text{kN upward},\quad F_t=2.16\ \text{kN opposite travel}}\), with contact maintained.

Engineering interpretation

The crest unloads the tires while braking demands tangential grip, so available tire force is reduced compared with level travel. Suspension dynamics and axle load transfer require a rigid-body vehicle model and test data.

EXAMPLE 3Package admissibility on an accelerating conveyor
A 32.0 kg package rests on a conveyor inclined 18.0° above horizontal. The belt accelerates uphill at 2.20 m/s². Given \(\mu_s=0.380\) and \(\mu_k=0.280\), determine whether the package can remain fixed to the belt and, if not, its acceleration while sliding.

Recognition strategy

The assumed no-slip motion first requires a static-friction inequality, not automatic equality. If the required friction exceeds capacity, the motion must be reformulated with kinetic friction.

Given information

  • Take \(+s\) uphill along the belt and \(+n\) normal away from it; \(m=32.0\ \text{kg}\), \(\beta=18.0^\circ\), and belt acceleration is \(+2.20\ \text{m/s}^2\).
  • Coefficients are \(\mu_s=0.380\), \(\mu_k=0.280\); gravity is 9.81 m/s² and normal separation is not expected.

Model and interpretation

Model the package as a particle. Weight has a downhill component, so static friction would need to accelerate the package uphill; after slip begins, kinetic friction acts uphill because the belt moves uphill relative to the package.

Step-by-step solution
1. Find the normal reaction. With no normal acceleration, \(N=mg\cos18^\circ=32.0(9.81)\cos18^\circ=298.55\ \text{N}\), which is positive.
2. Test the sticking hypothesis. Sticking would require \(f_s-mg\sin18^\circ=m(2.20)\), so \(f_{s,\mathrm{req}}=m[2.20+g\sin18^\circ]=167.39\ \text{N}\) uphill.
3. Compare friction capacity. The maximum static friction is \(\mu_sN=0.380(298.55)=113.45\ \text{N}\), below 167.39 N; therefore no-slip motion is inadmissible.
4. Reformulate for sliding. With uphill kinetic friction \(f_k=0.280(298.55)=83.59\ \text{N}\), \(a_s=(f_k-mg\sin18^\circ)/m=-0.419\ \text{m/s}^2\), or 0.419 m/s² downhill.

Verification

Units: Friction and gravity components are newtons; dividing their resultant by 32.0 kg yields m/s², and each coefficient is dimensionless.

Signs and direction: The negative package acceleration is downhill under the uphill-positive convention; kinetic friction is nevertheless uphill because it opposes relative slipping, not necessarily absolute motion.

Plausibility: With zero friction the package would accelerate downhill at \(g\sin18^\circ=3.03\ \text{m/s}^2\); uphill kinetic friction reduces that magnitude to 0.419 m/s² without reversing the resultant.

Final result: \(\boxed{f_{s,\mathrm{req}}=167.4\ \text{N}>113.5\ \text{N};\ \text{slip occurs and }a=0.419\ \text{m/s}^2\text{ downhill}}\).

Engineering interpretation

The belt command cannot be transmitted through available static friction, so package tracking fails immediately. Conveyor design should include surface variability, contamination, acceleration ramps, package geometry, and guarding review.

—

Chapter Review

Kinetics & the Equation of Motion

Kinetics relates forces to the accelerations they cause through Newton's second law, \(\Sigma\mathbf{F} = m\mathbf{a}\). Always draw the free-body diagram first to account for every force; graphically it equals the kinetic diagram, which shows the resultant ma vector.

Inertial Coordinate Systems

Acceleration must be measured in an inertial frame — axes that do not rotate and are either fixed or translate at constant velocity. The component forms are:

Rectangular coordinates
\[ \Sigma F_x = m a_x \qquad \Sigma F_y = m a_y \qquad \Sigma F_z = m a_z \]
Normal, tangential, binormal
\[ \Sigma F_t = m a_t,\quad \Sigma F_n = m a_n,\quad \Sigma F_b = 0 \] \[ a_t = \frac{dv}{dt}\ \text{or}\ v\frac{dv}{ds}, \qquad a_n = \frac{v^2}{ρ} \]
Cylindrical coordinates
\[ \Sigma F_r = m(\ddot r - r\dotθ^2),\quad \Sigma F_θ = m(r\ddotθ + 2\dot r\dotθ),\quad \Sigma F_z = m\ddot z \]

Central-Force Motion

When a single force acts on a particle — such as gravity during a satellite's free flight — the motion is central-force motion. The orbit depends on the eccentricity e, producing a circular, parabolic, elliptical, or hyperbolic trajectory.

Study Tip

The whole chapter is one idea applied four ways: \(\Sigma\mathbf{F} = m\mathbf{a}\) in rectangular, n–t, cylindrical, and central-force settings. Master the free-body-then-kinematics workflow once, and each coordinate system is just a different way to write the components. When unsure which system to use: rectilinear motion → rectangular; known curved path → n–t; angular-motion data or \(r=f(θ)\) → cylindrical.

Before moving on

  • Draw an external-force free-body diagram and state an inertial coordinate system.
  • Obtain acceleration kinematically, choose matching components, and solve \(\Sigma\mathbf F=m\mathbf a\).
  • Check friction capacity, tension, contact reactions, units, signs, and limiting behavior.