Md11–Md14 - Moments and couples

Md11–Md14 - Moments and couples

Md11–Md12 retain the positions of forces on a rigid body so that their turning effects can be modelled. Md13–Md14 introduce couples and calculate moments using perpendicular distances or resolved force components, including the effect of a given couple.

Force positions matter for a rigid body

Can forces add to zero and still turn an object? Put one upward force near the left end of a ruler and an equal downward force near the right end. Their vector sum is zero, but both tend to turn the ruler clockwise. The particle model has thrown away exactly the information we now need: where each force acts.

You already know

A particle's equilibrium is decided by its force resultant. A force diagram contains forces on one selected body, including weight, tensions and contact forces. A smooth contact has no frictional component.

A rigid body is modelled as keeping its shape: distances between its points remain fixed. Its size and the lines of action of its forces are retained. A force applied at a door hinge and the same force applied at its outer edge do not have the same turning effect.

Line of action

The line of action of a force is the straight line through its point of application in its direction. For turning calculations, moving a force along its own line of action leaves its moment unchanged. Moving it to a parallel line generally changes the moment.

For example, a vertical force anywhere on one fixed vertical line has the same perpendicular distance from a chosen pivot. A force on a different vertical line need not.

Place forces at the appropriate contact or attachment points. For a uniform rod, weight acts through its midpoint by symmetry; for a non-uniform body, use the stated centre of mass. A string pulls along its length. A smooth wall's reaction is perpendicular to the wall, whereas a smooth peg touching a rod exerts a force perpendicular to the rod at the contact.

[DIAGRAM: asset_name: Forces on a rigid rod against a smooth wall; asset_slug: h645_b058_rod_forces; caption: A rigid-body force diagram records the contact points and the centre of mass; description: A uniform inclined rod leans from rough horizontal ground at A to a smooth vertical wall at B. Its weight W acts vertically down at the midpoint G. At A the normal reaction acts up and friction acts towards the wall. At B the wall reaction acts horizontally away from the wall. The wall is labelled smooth and the ground rough.]
A rigid-body force diagram records the contact points and the centre of mass

The diagram does not replace the body by a single dot: the force locations will determine their moments. Do not add mama as an extra force; acceleration belongs in Newton's equation when motion is considered.

Key idea

A rigid-body force diagram must preserve both the force directions and their lines of action. Correct magnitudes alone do not determine turning effects.

Use the contact description, rather than the rod's inclination, to identify a wall reaction.

Moment is force times perpendicular distance

The moment of a force about an axis measures its turning effect about that axis. For forces in a plane, take the fixed axis perpendicular to the plane through a labelled point, such as a pivot OO.

If the force's line of action passes through OO, its moment is zero, however large the force. Otherwise the relevant distance is the shortest distance from OO to that line, not necessarily the distance to the point where the force is applied.

Moment of a force

For force magnitude FF and perpendicular distance dd from the axis to its line of action,

moment magnitude=Fd\text{moment magnitude}=Fd

If the force is applied a distance ll from the pivot and makes angle θ\theta with that position line, then d=l∣sin⁡θ∣d=l|\sin\theta|. State whether the force turns clockwise or anticlockwise. Moments have units N m\mathrm{N\,m}.

Not in the formula booklet: learn it.

Alternatively, resolve the force and add the moments of its components. A component along the position line has zero moment; the perpendicular component supplies the turning effect. Choose a positive turning sense before adding signed moments.

[DIAGRAM: asset_name: Perpendicular distance and a resolved moment; asset_slug: h645_b058_moment; caption: The same moment comes from the full force and perpendicular distance or from the perpendicular component and rod length; description: A horizontal rod extends two metres from pivot O to B. At B a force of 30 N points 30 degrees above the rod. Its line of action is extended as a dashed line, with a perpendicular from O to that line labelled d equals two sin thirty degrees equals one metre. A separate panel states moment equals thirty times one equals thirty newton metres anticlockwise and also thirty sin thirty degrees times two.]
The same moment comes from the full force and perpendicular distance or from the perpendicular component and rod length

Worked example 1: an oblique force

Question. A force of 30 N30\,\mathrm N acts at the end BB of a horizontal rod OBOB of length 2 m2\,\mathrm m, directed 30∘30^\circ above the rod away from OO. Find its moment about OO.

Plan. Find the perpendicular distance from OO to the force's line, then multiply by the force.

d=2sin⁡30∘=1 mperpendicular distanceMO=30(1)=30 N mforce times distance\begin{aligned} d&=2\sin30^\circ=1\,\mathrm m && \text{perpendicular distance} \\ M_O&=30(1)=30\,\mathrm{N\,m} && \text{force times distance} \end{aligned}

Why this step? The full 2 m2\,\mathrm m is not perpendicular to the force. Using 30×230\times2 would overstate its turning effect.

Answer. 30 N m30\,\mathrm{N\,m} anticlockwise.

Check. Resolve at BB: the vertical component is 30sin⁡30∘=15 N30\sin30^\circ=15\,\mathrm N, giving 15(2)=30 N m15(2)=30\,\mathrm{N\,m}. The horizontal component passes through OO and contributes zero.

Change only the force angle to 60∘60^\circ. The more nearly perpendicular force has a larger turning effect.

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