9.2 Newton's Second Law for Particles and Rigid Bodies

Key Takeaways

  • Newton's second law for a particle is the vector sum of forces equals mass times acceleration, applied component by component.
  • For planar rigid-body motion the three equations are sum of Fx = m a_x, sum of Fy = m a_y, and sum of moments about the mass center = I times angular acceleration.
  • Taking moments about the mass center avoids the extra transfer terms that appear when moments are taken about an arbitrary point.
  • In US Customary work with mass in lbm, Newton's second law requires division by g_c = 32.174 lbm-ft/(lbf-s^2).
  • A normal force is not automatically equal to the weight: on an incline, in an elevator, or on a curve it must be found from equilibrium normal to the motion.
Last updated: August 2026

9.2 Newton's Second Law for Particles and Rigid Bodies

Core Dynamic Governing Principles: Kinetics relates the forces and moments acting on a physical system to the resulting translational and rotational accelerations. The three foundational methods for solving dynamic FE exam problems are Newton's Second Law ($F = ma$), Work-Energy ($T_1 + U_{1-2} = T_2$), and Impulse-Momentum ($m v_1 + \int F dt = m v_2$).

Newton's Second Law for Particles and Planar Rigid Bodies

Newton's Second Law states that the resultant force acting on a particle equals the time rate of change of its linear momentum: $\mathbf{F} = m \mathbf{a}$.

Planar Rigid Body Equations of Motion

For a rigid body of mass $m$ undergoing planar kinetic motion with center of mass $G$ and mass moment of inertia $I_G$:

Fx=maGx,Fy=maGy,MG=IGα\sum F_x = m a_{Gx}, \quad \sum F_y = m a_{Gy}, \quad \sum M_G = I_G \alpha

If moments are summed about an arbitrary point $P$ other than the mass center $G$, the moment equation becomes:

MP=IGα+maGxyGmaGyxG\sum M_P = I_G \alpha + m a_{Gx} y_G - m a_{Gy} x_G

If point $O$ is a fixed axis of rotation, the rotational equation simplifies to:

MO=IOα\sum M_O = I_O \alpha

where $I_O = I_G + m d^2$ by the mass parallel axis theorem.

Mass Moment of Inertia Formulas

Mass moment of inertia $I = \int r^2 dm$ measures rotational resistance:

  • Slender Rod (length $L$, mass $m$, about center $G$): $I_G = \frac{1}{12} m L^2$; about end $O$: $I_O = \frac{1}{3} m L^2$.
  • Thin Circular Disk / Solid Cylinder (radius $R$, mass $m$): $I_G = \frac{1}{2} m R^2$.
  • Thin Hoop / Ring (radius $R$, mass $m$): $I_G = m R^2$.
  • Sphere (radius $R$, mass $m$): $I_G = \frac{2}{5} m R^2$.

Worked Engineering Problems

Problem 1: Work-Energy Analysis for Rolling Cylinder and Spring Compression

Scenario: A uniform solid cylinder of mass $m = 10.0\text{ kg}$ and radius $R = 0.20\text{ m}$ ($I_G = \frac{1}{2} m R^2$) is released from rest at the top of an incline angled at $\theta = 30^\circ$ to the horizontal. The cylinder rolls down the incline without slipping for a distance $s = 4.0\text{ m}$ before contacting an uncompressed linear spring of stiffness $k = 800\text{ N/m}$. Determine the speed $v_G$ of the cylinder center just before impacting the spring and the maximum compression $\delta$ of the spring when the cylinder temporarily comes to rest.

Solution:

  1. State Work-Energy for pure rolling down distance $s = 4.0\text{ m}$: Initial energy $T_1 = 0$. Potential energy drop $\Delta V_g = m g s \sin 30^\circ = (10.0)(9.81)(4.0)(0.5) = 196.2\text{ J}$. Kinetic energy $T_2$ during pure rolling ($v_G = \omega R$): T2=12mvG2+12IGω2=12mvG2+12(12mR2)(vGR)2=12mvG2+14mvG2=34mvG2T_2 = \frac{1}{2} m v_G^2 + \frac{1}{2} I_G \omega^2 = \frac{1}{2} m v_G^2 + \frac{1}{2} \left( \frac{1}{2} m R^2 \right) \left( \frac{v_G}{R} \right)^2 = \frac{1}{2} m v_G^2 + \frac{1}{4} m v_G^2 = \frac{3}{4} m v_G^2 T2=34(10.0)vG2=7.5vG2T_2 = \frac{3}{4} (10.0) v_G^2 = 7.5 v_G^2

  2. Solve for velocity $v_G$ at spring contact: 7.5vG2=196.2    vG2=196.27.5=26.16    vG=26.165.115 m/s5.12 m/s7.5 v_G^2 = 196.2 \implies v_G^2 = \frac{196.2}{7.5} = 26.16 \implies v_G = \sqrt{26.16} \approx 5.115\text{ m/s} \approx 5.12\text{ m/s}

  3. Work-Energy from initial rest position to maximum spring compression $\delta$: Total vertical drop $h_{\text{total}} = (s + \delta) \sin 30^\circ = (4.0 + \delta)(0.5)$. mg(4.0+δ)(0.5)=12kδ2m g (4.0 + \delta)(0.5) = \frac{1}{2} k \delta^2 (10.0)(9.81)(0.5)(4.0+δ)=12(800)δ2(10.0)(9.81)(0.5)(4.0 + \delta) = \frac{1}{2}(800)\delta^2 49.05(4.0+δ)=400δ2    196.2+49.05δ=400δ249.05 (4.0 + \delta) = 400 \delta^2 \implies 196.2 + 49.05 \delta = 400 \delta^2 400δ249.05δ196.2=0400 \delta^2 - 49.05 \delta - 196.2 = 0 Using quadratic formula: δ=49.05+(49.05)24(400)(196.2)2(400)=49.05+2405.9+313,920800=49.05+562.438000.764 m\delta = \frac{49.05 + \sqrt{(-49.05)^2 - 4(400)(-196.2)}}{2(400)} = \frac{49.05 + \sqrt{2405.9 + 313,920}}{800} = \frac{49.05 + 562.43}{800} \approx 0.764\text{ m}


Problem 2: Direct Central Impact and Kinetic Energy Loss Calculation

Scenario: Sphere $A$ ($m_A = 3.0\text{ kg}$) travelling right at $v_{A1} = 8.0\text{ m/s}$ collides head-on with sphere $B$ ($m_B = 5.0\text{ kg}$) travelling left at $v_{B1} = -2.0\text{ m/s}$. The coefficient of restitution is $e = 0.75$. Determine post-impact velocities $v_{A2}$ and $v_{B2}$, and compute total kinetic energy lost during collision $\Delta T$.

Solution:

  1. Apply Conservation of Linear Momentum: mAvA1+mBvB1=mAvA2+mBvB2m_A v_{A1} + m_B v_{B1} = m_A v_{A2} + m_B v_{B2} (3.0)(8.0)+(5.0)(2.0)=3.0vA2+5.0vB2    24.010.0=14.0=3.0vA2+5.0vB2(3.0)(8.0) + (5.0)(-2.0) = 3.0 v_{A2} + 5.0 v_{B2} \implies 24.0 - 10.0 = 14.0 = 3.0 v_{A2} + 5.0 v_{B2}

  2. Apply Coefficient of Restitution Equation: e=vB2vA2vA1vB1    0.75=vB2vA28.0(2.0)=vB2vA210.0e = \frac{v_{B2} - v_{A2}}{v_{A1} - v_{B1}} \implies 0.75 = \frac{v_{B2} - v_{A2}}{8.0 - (-2.0)} = \frac{v_{B2} - v_{A2}}{10.0} vB2vA2=7.50    vB2=vA2+7.50v_{B2} - v_{A2} = 7.50 \implies v_{B2} = v_{A2} + 7.50

  3. Substitute $v_{B2}$ into momentum equation: 3.0vA2+5.0(vA2+7.50)=14.0    8.0vA2+37.50=14.03.0 v_{A2} + 5.0(v_{A2} + 7.50) = 14.0 \implies 8.0 v_{A2} + 37.50 = 14.0 8.0vA2=23.50    vA2=2.9375 m/s2.94 m/s(rebounds left)8.0 v_{A2} = -23.50 \implies v_{A2} = -2.9375\text{ m/s} \approx -2.94\text{ m/s} \quad (\text{rebounds left}) vB2=2.9375+7.50=+4.5625 m/s+4.56 m/s(moves right)v_{B2} = -2.9375 + 7.50 = +4.5625\text{ m/s} \approx +4.56\text{ m/s} \quad (\text{moves right})

  4. Calculate Kinetic Energy Loss $\Delta T$: T1=12(3.0)(8.0)2+12(5.0)(2.0)2=96.0+10.0=106.0 JT_1 = \frac{1}{2}(3.0)(8.0)^2 + \frac{1}{2}(5.0)(-2.0)^2 = 96.0 + 10.0 = 106.0\text{ J} T2=12(3.0)(2.9375)2+12(5.0)(4.5625)2=12.94+52.04=64.98 JT_2 = \frac{1}{2}(3.0)(-2.9375)^2 + \frac{1}{2}(5.0)(4.5625)^2 = 12.94 + 52.04 = 64.98\text{ J} ΔT=T1T2=106.064.98=41.02 J\Delta T = T_1 - T_2 = 106.0 - 64.98 = 41.02\text{ J} Over 41.0 J of mechanical energy is dissipated as deformation heat and sound.

Test Your Knowledge

A uniform slender rod of length L = 2.0 m and mass m = 6.0 kg is pinned smoothly at its top end O. The mass moment of inertia about pin O is I_O = (1/3) * m * L^2 = 8.0 kg·m^2. The rod is released from rest in the horizontal position. What is its initial angular acceleration alpha immediately after release?

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