Motion and Force Dynamics Study Guide

Introduction to Force and Dynamics

  • Dynamics explores the underlying causes of changes in motion, extending beyond pure kinematics (horizontal straight-line, vertical straight-line, and circular motion) to analyze why objects start moving, stop, accelerate, or maintain constant velocity.

  • The study of dynamics integrates key kinematic quantities—displacement, velocity, and acceleration—with the foundational physical properties of force and mass.

  • Core objectives of force dynamics:

    • Define force in terms of the acceleration imparted to a standard body.
    • Assign mass to objects to explain why different bodies experience different accelerations when subjected to identical environmental conditions.
    • Calculate net forces acting on a body based on object properties and environmental interactions.

Concepts of Force and Mass

  • A force is defined in everyday terms as a push or a pull.

  • Force is a vector quantity, possessing both magnitude and direction.

  • A spring balance is a standard instrument used for measuring the magnitude of a force.

  • Vector resolution of forces allows any angled force to be split into perpendicular horizontal (xx) and vertical (yy) components:

Vector resolution of applied force FA at 57 degrees on a 50 kg block

  • Example of force component calculation:
    • For a block of mass m=50.0 kgm = 50.0\,\text{kg} pulled by an applied force FA=400 NF_A = 400\,\text{N} at an angle of 57∘57^\circ above the horizontal:
    • Horizontal component (FAxF_{Ax}):

FAx=FAcos⁡(57∘)=400 N×cos⁡(57∘)=218 NF_{Ax} = F_A \cos(57^\circ) = 400\,\text{N} \times \cos(57^\circ) = 218\,\text{N}

  • Vertical component (FAyF_{Ay}):

FAy=FAsin⁡(57∘)=400 N×sin⁡(57∘)=335 NF_{Ay} = F_A \sin(57^\circ) = 400\,\text{N} \times \sin(57^\circ) = 335\,\text{N}

Newton's Laws of Motion

  • Newton's First Law of Motion (Law of Inertia):
    • A body remains in a state of rest or continues in uniform motion in a straight line at a constant velocity unless acted upon by a net external force.
    • Inertia is the inherent property of a body to resist changes in its state of rest or motion.
    • When the vector sum of all forces acting on a body is zero, the body is in translational equilibrium:

∑F=0\sum \mathbf{F} = 0

∑Fx=0\sum F_x = 0

∑Fy=0\sum F_y = 0

  • In equilibrium, an object's acceleration is zero (a=0 m/s2a = 0\,\text{m/s}^2), meaning it is either permanently at rest or moving with constant velocity.

    • Newton's Second Law of Motion:
  • If a net external force acts on a body, the body accelerates in the direction of that net force. The net force vector equals the product of the mass and the acceleration of the body:

∑F=ma\sum \mathbf{F} = m \mathbf{a}

∑Fx=max\sum F_x = m a_x

∑Fy=may\sum F_y = m a_y

  • The SI unit of force is the Newton (N\text{N}):

1 N=1 kg⋅m/s21\,\text{N} = 1\,\text{kg}\cdot\text{m/s}^2

  • One Newton is defined as the force required to impart an acceleration of 1 m/s21\,\text{m/s}^2 to a mass of 1 kg1\,\text{kg}.
  • Worked Example (Car Deceleration):
    • Problem: Calculate the net force required to bring a 1500 kg1500\,\text{kg} car to rest from an initial velocity of 30.6 m/s30.6\,\text{m/s} within a stopping distance of 55 m55\,\text{m}.
    • Kinematic equation with constant acceleration:

vf2=vi2+2aΔxv_f^2 = v_i^2 + 2 a \Delta x

- Solving for acceleration (aa):

a=vf2−vi22Δx=02−(30.6 m/s)22(55 m)=−936.36110 m=−8.5127 m/s2a = \frac{v_f^2 - v_i^2}{2 \Delta x} = \frac{0^2 - (30.6\,\text{m/s})^2}{2(55\,\text{m})} = \frac{-936.36}{110\,\text{m}} = -8.5127\,\text{m/s}^2

- Calculating required force (FF):

F=ma=(1500 kg)×(−8.5127 m/s2)=−12769 N≈−12800 NF = m a = (1500\,\text{kg}) \times (-8.5127\,\text{m/s}^2) = -12769\,\text{N} \approx -12800\,\text{N}

- The negative sign indicates that the net force opposes the initial velocity vector.
  • Newton's Third Law of Motion:
    • For every action, there is an equal and opposite reaction.
    • If body A exerts a force FAB\mathbf{F}_{AB} on body B, body B simultaneously exerts an equal and opposite force FBA\mathbf{F}_{BA} on body A:

FAB=−FBA\mathbf{F}_{AB} = -\mathbf{F}_{BA}

  • Action and reaction forces act on two entirely different objects, meaning they never directly cancel each other out on a single free body diagram.

Fundamental Types of Forces

  • Weight (ww):
    • The gravitational pull exerted on a body by Earth (or another astronomical body).
    • From Newton's second law, for a freely falling body, a=g\mathbf{a} = \mathbf{g}:

w=mgw = m g

  • Weight acts vertically downward toward the center of the gravitational source.

    • Normal Force (NN or FNF_N):
  • A contact force exerted by a surface on an object touching it.

  • It always acts perpendicular to the surface of contact.

    • Tension (TT):
  • The pulling force exerted by each end of a stretched rope, cord, string, or cable.

  • Tension pulls away from the attached object along the string line. In a continuous string connecting two objects, tension acts towards opposite directions at the respective endpoints.

    • Friction (ff):
  • A contact force exerted parallel to the interface between an object and a surface, opposing sliding or intended motion.

Free body diagram showing weight, normal force, applied force, and friction force

  • Static Friction (fsf_s): Prevents an object at rest from starting to move. Its maximum possible value is:

fs,max=μsNf_{s,\text{max}} = \mu_s N

- Motion does not begin until the applied force exceeds fs,maxf_{s,\text{max}}.
  • Kinetic Friction (fkf_k): Retards motion for an object actively sliding across a surface:

fk=μkNf_k = \mu_k N

- μs\mu_s is the coefficient of static friction and μk\mu_k is the coefficient of kinetic friction.
  • Worked Example (Box of Bananas on Horizontal Surface):
    • Given: Box weight w=40.0 Nw = 40.0\,\text{N}, μs=0.40\mu_s = 0.40, μk=0.20\mu_k = 0.20.
    • Normal force: N=w=40.0 NN = w = 40.0\,\text{N}.
    • Maximum static friction limit: fs,max=μsN=0.40×40.0 N=16.0 Nf_{s,\text{max}} = \mu_s N = 0.40 \times 40.0\,\text{N} = 16.0\,\text{N}.
    • Kinetic friction force: fk=μkN=0.20×40.0 N=8.00 Nf_k = \mu_k N = 0.20 \times 40.0\,\text{N} = 8.00\,\text{N}.
    • Scenario Analyses:
    • a) If no horizontal force is applied at rest, the friction force is 16.0 N16.0\,\text{N} static limit threshold.
    • b) If a monkey applies a horizontal force of 6.0 N6.0\,\text{N} to the box while static, the recorded friction threshold is 16.0 N16.0\,\text{N}.
    • c) Minimum horizontal force needed to sustain constant velocity once moving equals the kinetic friction force fk=8.00 Nf_k = 8.00\,\text{N}.
    • d) If a horizontal force of 18.0 N18.0\,\text{N} is applied:
      • Net horizontal force: ∑Fx=Fapplied−fk=18.0 N−8.00 N=10.0 N\sum F_x = F_{\text{applied}} - f_k = 18.0\,\text{N} - 8.00\,\text{N} = 10.0\,\text{N}.
      • Mass of box: m=wg=40.0 N9.8 m/s2=4.0816 kgm = \frac{w}{g} = \frac{40.0\,\text{N}}{9.8\,\text{m/s}^2} = 4.0816\,\text{kg}.
      • Acceleration calculation:

a=∑Fxm=10.0 N4.0816 kg=2.45 m/s2a = \frac{\sum F_x}{m} = \frac{10.0\,\text{N}}{4.0816\,\text{kg}} = 2.45\,\text{m/s}^2

Applications of Newton's First Law

  • Equilibrium systems require analyzing force components separately along orthogonal axes such that ∑Fx=0\sum F_x = 0 and ∑Fy=0\sum F_y = 0.

  • Example 1: Weight Suspended by Three Cords:

Three cords supporting a weight suspended from a wall and ceiling

  • Given: Block weight w=600 Nw = 600\,\text{N}. Three cords meet at origin point OO. Cord 1 makes 60∘60^\circ north of east with the ceiling, Cord 2 is horizontal to the left (west), and Cord 3 hangs vertically supporting the block.
  • Step 1: Equilibrium of the suspended block:

∑Fy=T3−w=0  ⟹  T3=w=600 N\sum F_y = T_3 - w = 0 \implies T_3 = w = 600\,\text{N}

  • Step 2: Equilibrium at junction OO:
    • Vertical equilibrium:

∑Fy=T1y−T3=0  ⟹  T1sin⁡(60∘)−T3=0\sum F_y = T_{1y} - T_3 = 0 \implies T_1 \sin(60^\circ) - T_3 = 0

T1=T3sin⁡(60∘)=600 Nsin⁡(60∘)=693 NT_1 = \frac{T_3}{\sin(60^\circ)} = \frac{600\,\text{N}}{\sin(60^\circ)} = 693\,\text{N}

- Horizontal equilibrium:

∑Fx=T1x−T2=0  ⟹  T1cos⁡(60∘)−T2=0\sum F_x = T_{1x} - T_2 = 0 \implies T_1 \cos(60^\circ) - T_2 = 0

T2=T1cos⁡(60∘)=693 N×cos⁡(60∘)=347 NT_2 = T_1 \cos(60^\circ) = 693\,\text{N} \times \cos(60^\circ) = 347\,\text{N}

  • Example 2: Asymmetric Hanging Sphere Equilibrium:

Sphere suspended by two angled cords from ceiling

  • Given: Mass m=5.0 kgm = 5.0\,\text{kg}. Cord 1 makes an angle of 40∘40^\circ with the ceiling (40∘40^\circ north of west). Cord 2 makes an angle of 50∘50^\circ with the ceiling (50∘50^\circ north of east). Cord 3 hangs vertically attached to the mass.
  • Step 1: Force on suspended block:

T3=w=mg=5.0 kg×9.8 m/s2=49 NT_3 = w = m g = 5.0\,\text{kg} \times 9.8\,\text{m/s}^2 = 49\,\text{N}

  • Step 2: Forces acting on the junction point:
    • Horizontal components:

∑Fx=T2x−T1x=0  ⟹  T2cos⁡(50∘)=T1cos⁡(40∘)\sum F_x = T_{2x} - T_{1x} = 0 \implies T_2 \cos(50^\circ) = T_1 \cos(40^\circ)

T2=T1cos⁡(40∘)cos⁡(50∘)T_2 = T_1 \frac{\cos(40^\circ)}{\cos(50^\circ)}

- Vertical components:

∑Fy=T1y+T2y−T3=0  ⟹  T1sin⁡(40∘)+T2sin⁡(50∘)−T3=0\sum F_y = T_{1y} + T_{2y} - T_3 = 0 \implies T_1 \sin(40^\circ) + T_2 \sin(50^\circ) - T_3 = 0

- Substituting T2T_2 expression into vertical equation:

T1sin⁡(40∘)+T1(cos⁡(40∘)cos⁡(50∘))sin⁡(50∘)=T3T_1 \sin(40^\circ) + T_1 \left(\frac{\cos(40^\circ)}{\cos(50^\circ)}\right) \sin(50^\circ) = T_3

T1(sin⁡(40∘)cos⁡(50∘)+cos⁡(40∘)sin⁡(50∘)cos⁡(50∘))=T3T_1 \left(\frac{\sin(40^\circ)\cos(50^\circ) + \cos(40^\circ)\sin(50^\circ)}{\cos(50^\circ)}\right) = T_3

- Utilizing trigonometric angle addition identity sin⁡(A+B)=sin⁡Acos⁡B+cos⁡Asin⁡B\sin(A+B) = \sin A \cos B + \cos A \sin B:

sin⁡(40∘+50∘)=sin⁡(90∘)=1\sin(40^\circ + 50^\circ) = \sin(90^\circ) = 1

T1(sin⁡(90∘)cos⁡(50∘))=T3  ⟹  T1=T3cos⁡(50∘)T_1 \left(\frac{\sin(90^\circ)}{\cos(50^\circ)}\right) = T_3 \implies T_1 = T_3 \cos(50^\circ)

T1=49 N×cos⁡(50∘)=31.5 NT_1 = 49\,\text{N} \times \cos(50^\circ) = 31.5\,\text{N}

- Calculating T2T_2:

T2=31.5 N×cos⁡(40∘)cos⁡(50∘)=37.5 NT_2 = 31.5\,\text{N} \times \frac{\cos(40^\circ)}{\cos(50^\circ)} = 37.5\,\text{N}

Applications of Newton's Second Law

  • Example 1: Single Block Pulled at an Angle with Surface Friction:

Block pulled by a cord at an angle above the horizontal

  • Given: Box mass m=10.0 kgm = 10.0\,\text{kg}, cord tension T=40.0 NT = 40.0\,\text{N} at θ=30∘\theta = 30^\circ north of east, coefficient of kinetic friction μk=0.20\mu_k = 0.20.
  • Weight of box: w=mg=10.0 kg×9.8 m/s2=98.0 Nw = m g = 10.0\,\text{kg} \times 9.8\,\text{m/s}^2 = 98.0\,\text{N}.
  • Tension components:

Tx=Tcos⁡(30∘)=40.0 N×cos⁡(30∘)=34.64 NT_x = T \cos(30^\circ) = 40.0\,\text{N} \times \cos(30^\circ) = 34.64\,\text{N}

Ty=Tsin⁡(30∘)=40.0 N×sin⁡(30∘)=20.0 NT_y = T \sin(30^\circ) = 40.0\,\text{N} \times \sin(30^\circ) = 20.0\,\text{N}

  • (a) Normal Force (NN):

∑Fy=N+Ty−w=may=0\sum F_y = N + T_y - w = m a_y = 0

N=w−Ty=98.0 N−20.0 N=78.0 NN = w - T_y = 98.0\,\text{N} - 20.0\,\text{N} = 78.0\,\text{N}

  • (b) Acceleration (aa):
    • Friction force: fk=μkN=0.20×78.0 N=15.6 Nf_k = \mu_k N = 0.20 \times 78.0\,\text{N} = 15.6\,\text{N}.
    • Horizontal dynamics:

∑Fx=Tx−fk=max\sum F_x = T_x - f_k = m a_x

a=Tx−fkm=34.64 N−15.6 N10.0 kg=19.04 N10.0 kg=1.90 m/s2a = \frac{T_x - f_k}{m} = \frac{34.64\,\text{N} - 15.6\,\text{N}}{10.0\,\text{kg}} = \frac{19.04\,\text{N}}{10.0\,\text{kg}} = 1.90\,\text{m/s}^2

  • Example 2: Two Connected Blocks over a Pulley:

Mass on table connected over pulley to hanging mass

  • Given: Sliding block mass m1=4.0 kgm_1 = 4.0\,\text{kg} on table with μk=0.15\mu_k = 0.15, connected via string over pulley to hanging block m2=2.0 kgm_2 = 2.0\,\text{kg}.
  • Forces on sliding block (m1m_1):
    • Vertical forces: N=m1g=4.0 kg×9.8 m/s2=39.2 NN = m_1 g = 4.0\,\text{kg} \times 9.8\,\text{m/s}^2 = 39.2\,\text{N}.
    • Kinetic friction: fk=μkN=0.15×39.2 N=5.88 Nf_k = \mu_k N = 0.15 \times 39.2\,\text{N} = 5.88\,\text{N}.
    • Horizontal force equation: T−fk=m1a  ⟹  T−5.88=4.0aT - f_k = m_1 a \implies T - 5.88 = 4.0 a
  • Forces on hanging block (m2m_2):
    • Weight: w2=m2g=2.0 kg×9.8 m/s2=19.6 Nw_2 = m_2 g = 2.0\,\text{kg} \times 9.8\,\text{m/s}^2 = 19.6\,\text{N}.
    • Vertical force equation: w2−T=m2a  ⟹  19.6−T=2.0aw_2 - T = m_2 a \implies 19.6 - T = 2.0 a
  • (a) Acceleration of the two blocks:
    • Summing system equations:

(T−5.88)+(19.6−T)=4.0a+2.0a(T - 5.88) + (19.6 - T) = 4.0 a + 2.0 a

13.72=6.0a  ⟹  a=13.726.0=2.29 m/s213.72 = 6.0 a \implies a = \frac{13.72}{6.0} = 2.29\,\text{m/s}^2

  • (b) Tension in the cord (TT):

T=19.6−2.0(2.2867)=15.0 NT = 19.6 - 2.0(2.2867) = 15.0\,\text{N}

Applications of Newton's Third Law

  • Example: Three Contact Blocks Pushed by External Force:

Three blocks in contact pushed across horizontal surface

  • Given: Three blocks each of mass m1=m2=m3=12.0 kgm_1 = m_2 = m_3 = 12.0\,\text{kg} placed side-by-side on a frictionless surface. External horizontal force F=96.0 NF = 96.0\,\text{N} is applied directly to block 1.
  • (a) Acceleration of the system:
    • Combined mass: Mtotal=m1+m2+m3=12.0 kg+12.0 kg+12.0 kg=36.0 kgM_{\text{total}} = m_1 + m_2 + m_3 = 12.0\,\text{kg} + 12.0\,\text{kg} + 12.0\,\text{kg} = 36.0\,\text{kg}.

a=FMtotal=96.0 N36.0 kg=2.67 m/s2a = \frac{F}{M_{\text{total}}} = \frac{96.0\,\text{N}}{36.0\,\text{kg}} = 2.67\,\text{m/s}^2

  • (b) Contact forces on each block:
    • Free body diagram for block 1 (m1m_1):

∑Fx=F−F12=m1a  ⟹  96.0 N−F12=(12.0 kg)(2.67 m/s2)=32.0 N\sum F_x = F - F_{12} = m_1 a \implies 96.0\,\text{N} - F_{12} = (12.0\,\text{kg})(2.67\,\text{m/s}^2) = 32.0\,\text{N}

F12=96.0 N−32.0 N=64.0 NF_{12} = 96.0\,\text{N} - 32.0\,\text{N} = 64.0\,\text{N}

- Free body diagram for block 3 (m3m_3):

∑Fx=F23=m3a=(12.0 kg)(2.67 m/s2)=32.0 N\sum F_x = F_{23} = m_3 a = (12.0\,\text{kg})(2.67\,\text{m/s}^2) = 32.0\,\text{N}

- Verification on block 2 (m2m_2):

∑Fx=F12−F23=64.0 N−32.0 N=32.0 N=m2a\sum F_x = F_{12} - F_{23} = 64.0\,\text{N} - 32.0\,\text{N} = 32.0\,\text{N} = m_2 a

Newton's Law of Universal Gravitation

  • Statement: Every particle in the universe attracts every other particle with a force directly proportional to the product of their masses and inversely proportional to the square of the distance separating their centers.

Gravitational attraction between two point masses separated by distance r

  • Formula:

F=Gm1m2r2F = G \frac{m_1 m_2}{r^2}

  • m1,m2m_1, m_2 are the particle masses.
  • rr is the separation distance between centers.
  • GG is the universal gravitational constant:

G=6.674×10−11 N⋅m2/kg2G = 6.674 \times 10^{-11}\,\text{N}\cdot\text{m}^2/\text{kg}^2

  • Example Calculation:
    • Given: m1=12.0 kgm_1 = 12.0\,\text{kg}, m2=25.0 kgm_2 = 25.0\,\text{kg}, r=1.20 mr = 1.20\,\text{m}.
    • Gravitational force calculation:

F=(6.674×10−11 N⋅m2/kg2)×(12.0 kg)(25.0 kg)(1.20 m)2F = (6.674 \times 10^{-11}\,\text{N}\cdot\text{m}^2/\text{kg}^2) \times \frac{(12.0\,\text{kg})(25.0\,\text{kg})}{(1.20\,\text{m})^2}

F=6.674×10−11×3001.44=6.674×10−11×208.333=1.39×10−8 NF = 6.674 \times 10^{-11} \times \frac{300}{1.44} = 6.674 \times 10^{-11} \times 208.333 = 1.39 \times 10^{-8}\,\text{N}

Centripetal Force

  • Definition: The net inward force required to maintain an object of mass mm in uniform circular motion at speed vv along a circular path of radius rr

  • Formula:

Fc=mv2r=macF_c = \frac{m v^2}{r} = m a_c

  • Where ac=v2ra_c = \frac{v^2}{r} is the centripetal acceleration.

    • Direction: Always points radially inward toward the center of the circular path, continuously changing direction as the body moves.

    • Worked Example (Ball Twirled on String):

  • Given: Ball mass m=12.0 g=0.0120 kgm = 12.0\,\text{g} = 0.0120\,\text{kg}, radius r=10.0 cm=0.100 mr = 10.0\,\text{cm} = 0.100\,\text{m}, period T=0.500 sT = 0.500\,\text{s}.

  • Linear speed (vv):

v=2πrT=2π(0.100 m)0.500 s=0.400π m/s=1.2566 m/sv = \frac{2 \pi r}{T} = \frac{2 \pi (0.100\,\text{m})}{0.500\,\text{s}} = 0.400 \pi\,\text{m/s} = 1.2566\,\text{m/s}

  • (a) Tension in string (Tstring=FcT_{\text{string}} = F_c):

Tstring=mv2r=(0.0120 kg)(1.2566 m/s)20.100 m=0.190 NT_{\text{string}} = \frac{m v^2}{r} = \frac{(0.0120\,\text{kg})(1.2566\,\text{m/s})^2}{0.100\,\text{m}} = 0.190\,\text{N}

  • (b) Effect of doubling speed:
    • Because Fc∝v2F_c \propto v^2, doubling the speed (v′=2vv' = 2v) results in:

Fc′=m(2v)2r=4(mv2r)=4FcF_c' = \frac{m (2v)^2}{r} = 4 \left(\frac{m v^2}{r}\right) = 4 F_c

- Thus, tension does not merely double; it increases by a factor of 4.