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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=maF = ma), Work-Energy (T1+U1−2=T2T_1 + U_{1-2} = T_2), and Impulse-Momentum (mv1+∫Fdt=mv2m 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: F=ma\mathbf{F} = m \mathbf{a}.

Planar Rigid Body Equations of Motion

For a rigid body of mass mm undergoing planar kinetic motion with center of mass GG and mass moment of inertia IGI_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 PP other than the mass center GG, the moment equation becomes:

∑MP=IGα+maGxyG−maGyxG\sum M_P = I_G \alpha + m a_{Gx} y_G - m a_{Gy} x_G

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

∑MO=IOα\sum M_O = I_O \alpha

where IO=IG+md2I_O = I_G + m d^2 by the mass parallel axis theorem.

Mass Moment of Inertia Formulas

Mass moment of inertia I=∫r2dmI = \int r^2 dm measures rotational resistance:

  • Slender Rod (length LL, mass mm, about center GG): IG=112mL2I_G = \frac{1}{12} m L^2; about end OO: IO=13mL2I_O = \frac{1}{3} m L^2.
  • Thin Circular Disk / Solid Cylinder (radius RR, mass mm): IG=12mR2I_G = \frac{1}{2} m R^2.
  • Thin Hoop / Ring (radius RR, mass mm): IG=mR2I_G = m R^2.
  • Sphere (radius RR, mass mm): IG=25mR2I_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 kgm = 10.0\text{ kg} and radius R=0.20 mR = 0.20\text{ m} (IG=12mR2I_G = \frac{1}{2} m R^2) is released from rest at the top of an incline angled at θ=30∘\theta = 30^\circ to the horizontal. The cylinder rolls down the incline without slipping for a distance s=4.0 ms = 4.0\text{ m} before contacting an uncompressed linear spring of stiffness k=800 N/mk = 800\text{ N/m}. Determine the speed vGv_G of the cylinder center just before impacting the spring and the maximum compression δ\delta of the spring when the cylinder temporarily comes to rest.

Solution:

  1. State Work-Energy for pure rolling down distance s=4.0 ms = 4.0\text{ m}: Initial energy T1=0T_1 = 0. Potential energy drop ΔVg=mgssin⁡30∘=(10.0)(9.81)(4.0)(0.5)=196.2 J\Delta V_g = m g s \sin 30^\circ = (10.0)(9.81)(4.0)(0.5) = 196.2\text{ J}. Kinetic energy T2T_2 during pure rolling (vG=ωRv_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
  1. Solve for velocity vGv_G at spring contact:
7.5vG2=196.2  ⟹  vG2=196.27.5=26.16  ⟹  vG=26.16≈5.115 m/s≈5.12 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}
  1. Work-Energy from initial rest position to maximum spring compression δ\delta: Total vertical drop htotal=(s+δ)sin⁡30∘=(4.0+δ)(0.5)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 400δ2−49.05δ−196.2=0400 \delta^2 - 49.05 \delta - 196.2 = 0

Using quadratic formula:

δ=49.05+(−49.05)2−4(400)(−196.2)2(400)=49.05+2405.9+313,920800=49.05+562.43800≈0.764 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 AA (mA=3.0 kgm_A = 3.0\text{ kg}) travelling right at vA1=8.0 m/sv_{A1} = 8.0\text{ m/s} collides head-on with sphere BB (mB=5.0 kgm_B = 5.0\text{ kg}) travelling left at vB1=−2.0 m/sv_{B1} = -2.0\text{ m/s}. The coefficient of restitution is e=0.75e = 0.75. Determine post-impact velocities vA2v_{A2} and vB2v_{B2}, and compute total kinetic energy lost during collision ΔT\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  ⟹  24.0−10.0=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}
  1. Apply Coefficient of Restitution Equation:
≠=vB2−vA2vA1−vB1  ⟹  0.75=vB2−vA28.0−(−2.0)=vB2−vA210.0\ne = \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} vB2−vA2=7.50  ⟹  vB2=vA2+7.50v_{B2} - v_{A2} = 7.50 \implies v_{B2} = v_{A2} + 7.50
  1. Substitute vB2v_{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/s≈−2.94 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})
  1. Calculate Kinetic Energy Loss ΔT\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=T1−T2=106.0−64.98=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?

A

4.91 rad/s^2

B

9.81 rad/s^2

C

7.36 rad/s^2

D

14.72 rad/s^2

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