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2.2 · Use the cross product for force moments

Learn to use the cross product for force moments through clear examples and targeted practice.

University of Alberta ENGG 130: Engineering Mechanics: Statics

Force-System Resultants

ENGG 130 Engineering Mechanics: Statics — Study topic 2.2

A force can cause a body to tend to turn about a point. The moment of that force depends both on the force and on where it acts. The cross product combines these effects in one vector calculation. In planar statics, the moment vector points perpendicular to the plane, and its direction identifies a clockwise or counterclockwise turning tendency. This lesson develops the position-vector cross force rule, applies it to individual forces, and uses it to find reactions for a simple beam.

What you will learn

  • Represent a force and its position using planar vectors.
  • Calculate a force moment from the cross product of position and force vectors.
  • Interpret the sign of a moment using a consistent counterclockwise-positive convention.
  • Use cross-product moments with equilibrium equations to solve a simple planar statics problem.

1. Position vectors and the force moment

Choose the body or point of interest and identify the point about which you want the moment. Call that reference point OO. The position vector r\mathbf{r} starts at OO and ends at the force's point of application. The force vector is F\mathbf{F}. The moment of that force about OO is defined by the cross product MO=r×F\mathbf{M}_O=\mathbf{r}\times\mathbf{F}.
For planar problems, take xx to the right, yy upward, and zz perpendicular to the page. Choose counterclockwise as positive, corresponding to the +z+z direction. With r=xi+yj\mathbf{r}=x\mathbf{i}+y\mathbf{j} and F=Fxi+Fyj\mathbf{F}=F_x\mathbf{i}+F_y\mathbf{j}, the only nonzero moment component is the zz component. Expanding the cross product gives MO,z=xFy−yFxM_{O,z}=xF_y-yF_x.
The coordinates in r\mathbf{r} are measured from the chosen moment point, not from an unrelated origin. Use consistent units for position and force. If position is in metres and force is in newtons, moment is in newton-metres.
MO=r×F\mathbf{M}_O=\mathbf{r}\times\mathbf{F}
  • The moment depends on the force and its point of application relative to the reference point.
  • In a planar problem, use the signed scalar MO,z=xFy−yFxM_{O,z}=xF_y-yF_x.
  • A positive moment is counterclockwise; a negative moment is clockwise.

2. Finding and interpreting a planar moment

If a force direction is given by an angle, resolve it into horizontal and vertical components first. For a force of magnitude FF at angle θ\theta counterclockwise from +x+x, use Fx=Fcos⁡θF_x=F\cos\theta and Fy=Fsin⁡θF_y=F\sin\theta. Then substitute the position coordinates and force components into xFy−yFxxF_y-yF_x.
This component calculation is the planar form of the cross product, not a different moment rule. The term xFyxF_y is the contribution from the vertical force component, while −yFx-yF_x is the contribution from the horizontal component. Depending on their signs and sizes, these contributions may reinforce or oppose one another.
A useful check is to consider the force's line of action. If it passes through the reference point, the force has zero moment about that point. Changing the reference point generally changes the position vector and therefore changes the moment.
MO,z=xFy−yFxM_{O,z}=xF_y-yF_x
  • Resolve angled forces using the selected axes before calculating the moment.
  • Keep component signs; do not replace them with magnitudes too early.
  • A zero moment means no turning effect about the chosen point.

3. Using moments in planar equilibrium

For a body at rest in planar statics, the resultant force and the resultant moment are zero. In Cartesian components, write ∑Fx=0\sum F_x=0, ∑Fy=0\sum F_y=0, and ∑MO=0\sum M_O=0. The moment equation may be taken about any convenient point on the body.
To use the cross product in an equilibrium problem, isolate the body with a free-body diagram. Show every external force, support reaction, and applied couple acting on that body. For each force, identify its position vector from the chosen moment point and calculate its moment with the cross product. An applied couple is already a moment; it is not multiplied by a position vector.
A convenient moment point can eliminate unknown reactions whose lines of action pass through that point, because those reactions have zero moment there. After solving, check both force-component equations and the moment equation. If a calculated force is negative, it acts opposite to the direction initially assumed.
∑Fx=0,∑Fy=0,∑MO=0\sum F_x=0,\quad \sum F_y=0,\quad \sum M_O=0
  • Planar equilibrium requires two force equations and one moment equation.
  • Choose a moment point that simplifies the calculation.
  • Check force balance as well as moment balance.

Worked example

1. Moment from a horizontal force

A force of 50 N50\,\mathrm{N} acts horizontally to the right at position r=(0.30i+0.40j) m\mathbf{r}=(0.30\mathbf{i}+0.40\mathbf{j})\,\mathrm{m} from point OO. Find its moment about OO and state the turning direction.
  1. Set the axes and vectors
    Take right as +x+x, up as +y+y, and counterclockwise moment as positive. The force has components Fx=50 NF_x=50\,\mathrm{N} and Fy=0F_y=0.
    r=(0.30,0.40) m,F=(50,0) N\mathbf{r}=(0.30,0.40)\,\mathrm{m},\quad \mathbf{F}=(50,0)\,\mathrm{N}
  2. Apply the cross product
    Use the planar component rule. The negative sign indicates a clockwise turning effect about OO.
    MO,z=(0.30)(0)−(0.40)(50)=−20 N⋅mM_{O,z}=(0.30)(0)-(0.40)(50)=-20\,\mathrm{N\cdot m}
Answer: The force moment is 20 N⋅m20\,\mathrm{N\cdot m} clockwise about OO.
Check: The force points right while its point of application is above OO, so it tends to turn the body clockwise, consistent with the negative result.

Worked example

2. An angled force with two nonzero components

A force of 100 N100\,\mathrm{N} acts at 30∘30^\circ above the positive horizontal at position r=(0.60i+0.20j) m\mathbf{r}=(0.60\mathbf{i}+0.20\mathbf{j})\,\mathrm{m} from OO. Find the moment about OO.
  1. Resolve the force
    Use trigonometry to find the Cartesian components. The angle is measured from +x+x, so the horizontal and vertical components are both positive.
    Fx=100cos⁡30∘=86.6 N,Fy=100sin⁡30∘=50.0 NF_x=100\cos30^\circ=86.6\,\mathrm{N},\quad F_y=100\sin30^\circ=50.0\,\mathrm{N}
  2. Calculate the moment
    Use the position coordinates measured from OO. The two component contributions have opposite signs, so retain their signs in the calculation.
    MO,z=(0.60)(50.0)−(0.20)(86.6)=12.7 N⋅mM_{O,z}=(0.60)(50.0)-(0.20)(86.6)=12.7\,\mathrm{N\cdot m}
Answer: The moment is 12.7 N⋅m12.7\,\mathrm{N\cdot m} counterclockwise about OO.
Check: The vertical component contributes 30.0 N⋅m30.0\,\mathrm{N\cdot m} counterclockwise, and the horizontal component contributes 17.3 N⋅m17.3\,\mathrm{N\cdot m} clockwise. Their difference is 12.7 N⋅m12.7\,\mathrm{N\cdot m} counterclockwise.

Worked example

3. Beam reactions using cross-product moments

A horizontal beam is supported by a pin at AA and a vertical cable at BB. The distance ABAB is 1.2 m1.2\,\mathrm{m}. A downward force of 200 N200\,\mathrm{N} acts 0.8 m0.8\,\mathrm{m} to the right of AA. Find the cable tension and the pin reaction components. Assume the beam is in planar equilibrium and the cable pulls upward.
  1. Take moments about A
    The beam is the system. Take +x+x along the beam, +y+y upward, and counterclockwise moment as positive. The pin reactions pass through AA, so they have zero moment about AA. The cable force acts at BB and the downward force acts 0.8 m0.8\,\mathrm{m} from AA.
    (1.2 m)T−(0.8 m)(200 N)=0(1.2\,\mathrm{m})T-(0.8\,\mathrm{m})(200\,\mathrm{N})=0
  2. Solve for cable tension
    Solve the moment equation for TT. The units reduce to newtons.
    T=(0.8 m)(200 N)1.2 m=133.3 NT=\frac{(0.8\,\mathrm{m})(200\,\mathrm{N})}{1.2\,\mathrm{m}}=133.3\,\mathrm{N}
  3. Apply force equilibrium
    There are no horizontal applied forces, so the horizontal pin reaction is zero. Vertical force balance gives the remaining pin reaction.
    ∑Fx=0: Ax=0,∑Fy=0: Ay+133.3−200=0\sum F_x=0:\ A_x=0,\qquad \sum F_y=0:\ A_y+133.3-200=0
  4. Verify equilibrium
    Check the vertical and horizontal force sums, then recalculate the moments about AA using the solved reactions. The vertical check includes the pin reaction as well as the cable tension and downward load.
    ∑Fx=0,∑Fy=66.7+133.3−200=0 N,∑MA=(1.2)(133.3)−(0.8)(200)≈0 N⋅m\sum F_x=0,\quad \sum F_y=66.7+133.3-200=0\,\mathrm{N},\quad \sum M_A=(1.2)(133.3)-(0.8)(200)\approx0\,\mathrm{N\cdot m}
Answer: The cable tension is 133.3 N133.3\,\mathrm{N} upward. The pin reaction is Ax=0A_x=0 and Ay=66.7 NA_y=66.7\,\mathrm{N} upward.
Check: The vertical reaction is 200−133.3=66.7 N200-133.3=66.7\,\mathrm{N}. The vertical forces sum to 66.7+133.3−200=0 N66.7+133.3-200=0\,\mathrm{N}, and the moments about AA balance to approximately zero. The small rounding difference is from reporting tension to one decimal place.

Common mistakes and how to avoid them

Using the force magnitude and a distance without checking the force direction or moment sign.
Correction: Resolve the force into signed components and use MO,z=xFy−yFxM_{O,z}=xF_y-yF_x. Then interpret the sign using the stated convention.
Measuring the position vector from the force point back to the moment point.
Correction: For MO=r×F\mathbf{M}_O=\mathbf{r}\times\mathbf{F}, draw r\mathbf{r} from the moment point OO to the force's point of application.
Adding an applied couple to the position-vector calculation as if it were a force.
Correction: A couple is already a moment. Include it directly, with its signed moment, in the moment equilibrium equation.
Checking moments but not checking the resultant force.
Correction: For planar equilibrium, verify both force-component sums and the moment sum.

Lesson summary

  • The force moment about a point is the cross product of the position vector from that point to the force application point and the force vector.
  • In planar coordinates, the signed moment is MO,z=xFy−yFxM_{O,z}=xF_y-yF_x.
  • A positive result is counterclockwise and a negative result is clockwise when that convention is chosen.
  • Use moment and force equilibrium together to solve statically determinate planar problems, then check all three equilibrium equations.

Check your understanding

Question 1

A force has components F=(0,−40) N\mathbf{F}=(0,-40)\,\mathrm{N} and acts at r=(0.5,0) m\mathbf{r}=(0.5,0)\,\mathrm{m} from OO. What is its moment about OO?
  1. 20 N⋅m20\,\mathrm{N\cdot m} counterclockwise
  2. 20 N⋅m20\,\mathrm{N\cdot m} clockwise
  3. 0 N⋅m0\,\mathrm{N\cdot m}
  4. 40 N⋅m40\,\mathrm{N\cdot m} counterclockwise
Show answer and explanation
20 N⋅m20\,\mathrm{N\cdot m} clockwise
The cross product gives MO,z=(0.5)(−40)−(0)(0)=−20 N⋅mM_{O,z}=(0.5)(-40)-(0)(0)=-20\,\mathrm{N\cdot m}, which is clockwise.

Question 2

Which position vector is used to calculate a force moment about point OO?
  1. A vector from OO to the force's point of application
  2. A vector from the force's point of application to OO
  3. A vector parallel to the force with length equal to the force magnitude
  4. A vector from the origin of the page, regardless of the chosen moment point
Show answer and explanation
A vector from OO to the force's point of application
The defining expression MO=r×F\mathbf{M}_O=\mathbf{r}\times\mathbf{F} uses the position vector from the reference point OO to the point where the force acts.

Key terms

Position vector
A vector from a chosen reference point to a force's point of application.
Cross product
A vector operation that combines two vectors and produces a vector perpendicular to their plane; for a force and position vector, it gives the moment.
Moment
The turning effect of a force about a chosen point, represented in planar statics by a signed value perpendicular to the plane.
Counterclockwise-positive convention
A chosen sign rule in which counterclockwise moments are positive and clockwise moments are negative.

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