MechanicsTopic #10 of 35

Torque and Equilibrium

Torque, moment of inertia, rotational dynamics, and static equilibrium.

Overview

Torque is the rotational equivalent of force. It measures the effectiveness of a force in causing rotation about an axis.

Torque

Definition

τ=r×F=rFsinθ\tau = \vec{r} \times \vec{F} = rF\sin\theta

Where:

  • rr = distance from axis to point where force is applied
  • FF = magnitude of force
  • θ\theta = angle between r\vec{r} and F\vec{F}

Equivalent Forms

τ=r×F=r×F=r×F\tau = r \times F = r_\perp \times F = r \times F_\perp

Where:

  • r=rsinθr_\perp = r\sin\theta = moment arm (perpendicular distance from axis to line of force)
  • F=FsinθF_\perp = F\sin\theta = component of force perpendicular to rr

Units

  • N·m (newton-meter)
  • Note: Same units as work/energy, but torque is NOT energy

Sign Convention

  • Counterclockwise (CCW): positive
  • Clockwise (CW): negative

Newton's Second Law for Rotation

τ=Iα\sum\tau = I\alpha

Where II is moment of inertia

Moment of Inertia

Resistance to rotational acceleration (rotational mass):

I=miri2I = \sum m_i r_i^2

For continuous objects:

I=r2dmI = \int r^2 \, dm

Common Moments of Inertia

ObjectAxisII
Point massDistance rrmr2mr^2
Solid cylinder/diskThrough center12MR2\frac{1}{2}MR^2
Hollow cylinderThrough centerMR2MR^2
Solid sphereThrough center25MR2\frac{2}{5}MR^2
Hollow sphereThrough center23MR2\frac{2}{3}MR^2
Thin rodThrough center112ML2\frac{1}{12}ML^2
Thin rodThrough end13ML2\frac{1}{3}ML^2

Parallel Axis Theorem

I=Icm+Md2I = I_{cm} + Md^2

Where dd is distance from center of mass to new axis

Static Equilibrium

An object is in static equilibrium when:

Translational Equilibrium

F=0\sum\vec{F} = 0

(No net force → no acceleration)

Rotational Equilibrium

τ=0\sum\tau = 0

(No net torque → no angular acceleration)

Conditions for Static Equilibrium

  1. Fx=0\sum F_x = 0
  2. Fy=0\sum F_y = 0
  3. τ=0\sum\tau = 0 (about any point)

Problem-Solving Strategy for Equilibrium

  1. Draw a free body diagram
  2. Choose a convenient origin for torques (often where unknown forces act)
  3. Apply equilibrium conditions
  4. Solve the resulting equations

Center of Gravity

The point where weight effectively acts:

xcg=(migxi)mig=xcmx_{cg} = \frac{\sum(m_i g x_i)}{\sum m_i g} = x_{cm}

For uniform gravitational field, center of gravity = center of mass

Examples

Example 1: Seesaw

Two children on a seesaw: 30 kg at 2 m from pivot, unknown mass at 1.5 m. Find mass for balance.

τ=0\sum\tau = 0

m1gr1m2gr2=0m_1 g r_1 - m_2 g r_2 = 0

30(2)=m2(1.5)30(2) = m_2(1.5)

m2=40 kgm_2 = 40 \text{ kg}

Example 2: Ladder Against Wall

A 10 kg, 4 m ladder leans at 60° against a frictionless wall. Find forces.

Taking torques about the base:

Nwall×4sin(60°)=mg×2cos(60°)N_{\text{wall}} \times 4\sin(60°) = mg \times 2\cos(60°)

Nwall=mg×cos(60°)2sin(60°)=10(9.8)×0.52×0.866=28.3 NN_{\text{wall}} = \frac{mg \times \cos(60°)}{2\sin(60°)} = \frac{10(9.8) \times 0.5}{2 \times 0.866} = 28.3 \text{ N}

Example 3: Beam with Load

A 5 m beam (20 kg) is supported at both ends. A 50 kg load is placed 2 m from the left end. Find support forces.

Taking torques about left end:

Rright×5=20g×2.5+50g×2R_{\text{right}} \times 5 = 20g \times 2.5 + 50g \times 2

Rright=(20×2.5+50×2)g5=294 NR_{\text{right}} = \frac{(20 \times 2.5 + 50 \times 2)g}{5} = 294 \text{ N}

From Fy=0\sum F_y = 0:

Rleft+Rright=20g+50g=686 NR_{\text{left}} + R_{\text{right}} = 20g + 50g = 686 \text{ N}

Rleft=392 NR_{\text{left}} = 392 \text{ N}

Example 4: Angular Acceleration

A disk (I=0.5I = 0.5 kg·m²) has a tangential force of 10 N applied at radius 0.2 m. Find angular acceleration.

τ=rF=0.2×10=2 N\cdotpm\tau = rF = 0.2 \times 10 = 2 \text{ N·m}

α=τI=20.5=4 rad/s2\alpha = \frac{\tau}{I} = \frac{2}{0.5} = 4 \text{ rad/s}^2

Stability and Balance

  • Stable equilibrium: Object returns to equilibrium if displaced
  • Unstable equilibrium: Object moves away from equilibrium if displaced
  • Neutral equilibrium: Object remains in new position

Conditions for Stability

  • Low center of gravity
  • Wide base of support
  • Center of gravity over the base