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Reading Time: 7 min
Last Updated: March 12, 2026
Main Ideas: 5
Reading Time: 7 min
Last Updated: March 12, 2026
Main Ideas: 5

Topic 5.5 Notes – Rotational Equilibrium and Newton’s First Law in Rotational Form

Verified for 2027 AP® Physics 1 Exam
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Rotational equilibrium describes what happens when an object’s rotation doesn’t change. That could mean it’s not spinning at all, or it’s spinning at a constant angular velocity. This topic connects torque to Newton’s laws and shows how rotational motion follows the same logic as linear motion.

1. Rotational Equilibrium and Constant Angular Velocity

An object is in rotational equilibrium when its angular velocity ω \omega is constant.

That includes two situations:

  • ω=0 \omega = 0 (not rotating)
  • ω=constant≠0 \omega = \text{constant} \neq 0 (spinning steadily)

The condition for this is:

∑τ=0 \sum \tau = 0

If the net torque is zero, then:

∑τ=0⇒α=0⇒ω=constant \sum \tau = 0 \Rightarrow \alpha = 0 \Rightarrow \omega = \text{constant}

This is the rotational version of Newton’s First Law.

  • No net force → no change in linear motion
  • No net torque → no change in rotational motion

If torques are unbalanced, the object must have angular acceleration. Its rotation is speeding up or slowing down.

AP Physics 1 keeps this simple:

  • Single, fixed axis of rotation
  • No multiple-plane rotation analysis

2. Translational vs Rotational Equilibrium

These are separate conditions. Always check them independently.

Translational Equilibrium

∑F=0 \sum F = 0

  • No linear acceleration
  • Object could be at rest or moving at constant velocity

Rotational Equilibrium

∑τ=0 \sum \tau = 0

  • No angular acceleration
  • Object could be stationary or spinning at constant speed

Here’s how the linear and rotational ideas line up:

Linear Motion Rotational Motion
Force FF Torque τ\tau
Mass mm Moment of inertia II
Acceleration aa Angular acceleration α\alpha
∑F=0\sum F = 0 ∑τ=0\sum \tau = 0
∑F=ma\sum F = ma ∑τ=Iα\sum \tau = I\alpha

An object can have one without the other.

  • A spinning ball tossed through the air has ∑F≠0 \sum F \neq 0 (gravity) but ∑τ=0 \sum \tau = 0 about its center of mass (gravity acts through the CM), so it accelerates linearly while spinning at constant ω \omega .
  • A sliding block can have ∑F=0 \sum F = 0 but still experience a net torque about some chosen axis.

That second situation shows up in multiple-choice questions where they change the axis and try to trick you.

3. Torque and How to Calculate Net Torque

What torque actually is

Torque measures how strongly a force causes rotation about an axis.

τ=rFsin⁡θ \tau = rF\sin\theta

  • rr is distance from axis to point of force
  • θ\theta is angle between r⃗ \vec r and F⃗ \vec F

You’ll often use:

τ=F×(lever arm) \tau = F \times (\text{lever arm})

The lever arm is the perpendicular distance from the axis to the force’s line of action.

The diagram below shows a rod pivoted at the left end with the same force applied in different ways.

Study guide illustration

Notice how the perpendicular distance from the pivot changes depending on the angle. When the force is perpendicular to the rod, the torque is largest. When the force points along the rod toward the pivot, the lever arm is zero and the torque is zero.

Signs

  • Counterclockwise → positive
  • Clockwise → negative

Pick one convention and stay consistent.

Net torque

Add torques algebraically, including signs:

  • ∑τ=0 \sum \tau = 0 → rotational equilibrium
  • ∑τ≠0 \sum \tau \neq 0 → angular acceleration

Choosing the axis strategically helps. If you choose the pivot, forces applied there produce zero torque, which simplifies your equation. That’s a favorite move on ladder and beam problems.

4. Free-Body Diagrams for Rotational Systems

Every rotational problem starts with a free-body diagram.

Include:

  • All external forces
  • Correct directions
  • Points of application

Here’s a typical example structure for a beam fixed to a wall and supporting a load:

Study guide illustration

Free-body diagram of a cantilever beam with applied load and wall reactions

The downward force on the beam is shown, along with the reaction forces at the wall and the reaction moment that prevents rotation. That reaction moment is what keeps the beam from spinning clockwise under the load.

For full equilibrium problems, you usually need:

  1. ∑Fx=0 \sum F_x = 0
  2. ∑Fy=0 \sum F_y = 0
  3. ∑τ=0 \sum \tau = 0

Three equations. Three unknowns. Solve systematically.

On FRQs, students often forget one of the force equations and lose easy points.

5. Static Friction in Rotational Equilibrium

Static friction shows up constantly in rotational equilibrium.

It is adjustable:

Fs≤μsFn F_s \le \mu_s F_n

It matches whatever force is needed up to its maximum.

Key ideas:

  • Acts parallel to surfaces
  • Direction prevents slipping
  • Only equals μsFn \mu_s F_n at the verge of motion

In ladder-style problems:

  • Static friction provides a torque.
  • If required friction exceeds μsFn \mu_s F_n , equilibrium fails and slipping begins.

When solving:

  1. Draw FBD.
  2. Apply force equilibrium.
  3. Apply torque equilibrium about a smart axis.
  4. Only substitute Fs=μsFn F_s = \mu_s F_n if the problem says “about to slip” or asks for a maximum.

Key Takeaways

Constant angular velocity requires ∑τ=0 \sum \tau = 0 , even if the object is moving linearly.
Translational equilibrium (∑F=0) (\sum F = 0) and rotational equilibrium (∑τ=0) (\sum \tau = 0) are independent conditions.
Torque depends on the perpendicular distance to the line of action, not just the distance to where the force is applied.
Choosing the axis through unknown forces can eliminate their torque from the equation.
Static friction is adjustable and only equals μsFn \mu_s F_n at the threshold of slipping.

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Notes

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