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rigid-body equilibrium conditions

Learning objectives

  • Outcome

    Write both equilibrium conditions for a planar rigid body and give them in component form (ΣFx=0\Sigma F_x = 0, ΣFy=0\Sigma F_y = 0, ΣM=0\Sigma M = 0).

  • Outcome

    Calculate an unknown force or distance in a lever problem by setting the sum of moments about a chosen pivot to zero.

  • Outcome

    Justify the choice of a pivot at which an unknown force has zero moment, and verify the result by taking moments about a second point.

Understand the idea

Equilibrium Conditions of a Rigid Body

Text

A rigid body is in equilibrium when, in an inertial frame, it stays at rest or moves with constant linear and constant angular velocity.

Two independent conditions must hold: the vector sum of all external forces is zero, and the sum of the moments of all external forces about any point is zero. In the planar case:

ΣFx=0,ΣFy=0,ΣM=0.\Sigma F_x = 0, \qquad \Sigma F_y = 0, \qquad \Sigma M = 0.

The moment of a force is M=FdM = Fd, where dd is the lever arm, the shortest distance from the axis to the line of action of the force; equivalently M=rFsin⁡θM = rF\sin\theta. The moment is positive when the force tends to rotate the body counterclockwise.

If ΣF⃗=0\Sigma \vec{F} = 0, the total moment does not depend on the choice of point, so the point may be chosen so that unknown forces drop out of the equation. The weight of a body acts at its centre of gravity: at the midpoint of a uniform rod and at the centre of a uniform disc.

Worked examples

Direct

Problem

A uniform ruler weighing 2,02{,}0 N is balanced on the tip of a pencil at its midpoint. A load of weight 5,05{,}0 N hangs on the left at a distance of 0,200{,}20 m from the support. At what distance on the right must a load of weight 4,04{,}0 N be hung so that the ruler remains in equilibrium?

Solution

Choose the point (axis) at the support.

  1. The weight of the ruler acts at the midpoint, that is, at the support, so its moment is zero.
  2. The support reaction also passes through the chosen point and gives no moment.
  3. The moment condition is 5,0⋅0,20=4,0⋅x5{,}0 \cdot 0{,}20 = 4{,}0 \cdot x.

Hence

x=5,0⋅0,204,0=0,25 m.x = \frac{5{,}0 \cdot 0{,}20}{4{,}0} = 0{,}25\ \text{m}.

Force check: ΣFy=N−2,0−5,0−4,0=0\Sigma F_y = N - 2{,}0 - 5{,}0 - 4{,}0 = 0, so N=11N = 11 N is the upward support reaction.

Application

Problem

A uniform horizontal beam AB of length 3,03{,}0 m weighs 150150 N and rests on two supports at points A and B. A 400400 N load is placed on the beam at a distance of 1,01{,}0 m from A. Find the forces the beam exerts on the supports.

Solution

Denote the upward support reactions by RAR_A and RBR_B. The weight of the beam acts at its midpoint, 1,51{,}5 m from A.

Force condition:

ΣFy=RA+RB−150−400=0⇒RA+RB=550 N.\Sigma F_y = R_A + R_B - 150 - 400 = 0 \Rightarrow R_A + R_B = 550\ \text{N}.

Moments about A: the force RAR_A passes through A and gives no moment, so

RB⋅3,0=150⋅1,5+400⋅1,0=225+400=625⇒RB=208 N.R_B \cdot 3{,}0 = 150 \cdot 1{,}5 + 400 \cdot 1{,}0 = 225 + 400 = 625 \Rightarrow R_B = 208\ \text{N}.

Then RA=550−208=342R_A = 550 - 208 = 342 N.

Check with moments about B:

RA⋅3,0=150⋅1,5+400⋅2,0=1025⇒RA=342 N.R_A \cdot 3{,}0 = 150 \cdot 1{,}5 + 400 \cdot 2{,}0 = 1025 \Rightarrow R_A = 342\ \text{N}.

The agreement confirms the result: the beam presses on the supports with forces 342342 N and 208208 N.

Transfer

Problem

A uniform rod of length L=2,0L = 2{,}0 m and mass 6,06{,}0 kg is attached to a wall by a hinge and held horizontal by a cable fixed to its free end. The cable makes an angle of 40∘40^\circ with the rod. Find the tension in the cable and the force the hinge exerts on the rod (g=9,8g = 9{,}8 m/s$^2$).

Solution

The weight of the rod is W=mg=6,0⋅9,8=58,8W = mg = 6{,}0 \cdot 9{,}8 = 58{,}8 N and acts at the midpoint.

Moments about the hinge: the unknown hinge force gives no moment, and the lever arm of the cable tension about the hinge is Lsin⁡40∘L\sin 40^\circ:

T Lsin⁡40∘=W⋅L2⇒T=W2sin⁡40∘=58,82⋅0,643≈45,7 N.T\,L\sin 40^\circ = W \cdot \frac{L}{2} \Rightarrow T = \frac{W}{2\sin 40^\circ} = \frac{58{,}8}{2 \cdot 0{,}643} \approx 45{,}7\ \text{N}.

Forces: horizontally Hx=Tcos⁡40∘≈35,0H_x = T\cos 40^\circ \approx 35{,}0 N (the hinge pushes the rod away from the wall), vertically Hy=W−Tsin⁡40∘=58,8−29,4=29,4H_y = W - T\sin 40^\circ = 58{,}8 - 29{,}4 = 29{,}4 N (upward). Then

H=35,02+29,42≈45,7 N,H = \sqrt{35{,}0^2 + 29{,}4^2} \approx 45{,}7\ \text{N},

and its direction makes arctan⁡(29,4/35,0)≈40∘\arctan(29{,}4/35{,}0) \approx 40^\circ with the horizontal. Check: moments about the free end give the same vertical hinge force, since HyL=W⋅L2H_y L = W \cdot \frac{L}{2}, that is 29,4⋅2,0=58,8⋅1,029{,}4 \cdot 2{,}0 = 58{,}8 \cdot 1{,}0.

Practice

Text

Work in the PhET "Balancing Act" simulation.

  1. Place two masses on the plank and make it horizontal; record m1m_1, d1d_1, m2m_2, d2d_2 and check that m1d1=m2d2m_1 d_1 = m_2 d_2.
  2. Add a third mass, predict the position of one mass from ΣM=0\Sigma M = 0, and only then release the plank — compare the prediction with the result.
  3. To test the second condition, ΣF=0\Sigma F = 0, observe how the support reading changes when you rearrange the masses while keeping their total weight the same.

For a physical check, rest a ruler on a pencil on a level table, balance it with identical coins and confirm that the product of mass and lever arm on the left equals that on the right. Use only light, safe objects, do not load glass surfaces, and avoid sharp or heavy weights.

Visual reference

Purpose

Show that equilibrium requires both ΣF⃗=0\Sigma \vec{F} = 0 and ΣM=0\Sigma M = 0, and that when ΣF⃗=0\Sigma \vec{F} = 0 the result does not depend on the point about which moments are taken.

Representation

A two-panel diagram.

  • Panel 1: a horizontal beam on two supports carrying a load. Arrows show the forces RAR_A, RBR_B, the beam weight at the midpoint and the load weight; dashed lines mark the lever arms — perpendiculars from point A to the lines of action — with the distances labelled.
  • Panel 2: the same beam with moments taken about point B; the lever arm of RBR_B becomes zero, and the moment equation gives the same value of RAR_A.
  • Beside them, a small circle with a counterclockwise arrow and a "++" sign shows the sign convention for moments.

Real-world examples

Seesaw balanced by two children

Scenario

On a playground the seesaw is a 3,0 m3{,}0\ \text{m} board on a pivot at its centre. A 30 kg30\ \text{kg} child sits 1,5 m1{,}5\ \text{m} to the left of the pivot and a 45 kg45\ \text{kg} child sits to the right. Both children have lifted their feet off the ground, and the board stays horizontal, turning neither way.

Connection

For the board to stay horizontal both equilibrium conditions hold. Torques about the pivot: 30⋅9,8⋅1,5=441 N⋅m30\cdot 9{,}8\cdot 1{,}5 = 441\ \text{N}\cdot\text{m} anticlockwise against 45⋅9,8⋅1,0=441 N⋅m45\cdot 9{,}8\cdot 1{,}0 = 441\ \text{N}\cdot\text{m} clockwise, so ∑τ=0\sum \tau = 0 and the heavier child sits exactly 1,0 m1{,}0\ \text{m} from the pivot. Sum of forces: ∑Fy=0\sum F_y = 0, so the pivot pushes up with 735 N=(30+45)⋅9,8735\ \text{N} = (30+45)\cdot 9{,}8, the total weight.

Lifting a loaded wheelbarrow

Scenario

A gardener holds a wheelbarrow with 60 kg60\ \text{kg} of soil. The load's centre of mass is 0,40 m0{,}40\ \text{m} from the wheel axle, and the handles the gardener lifts are 1,20 m1{,}20\ \text{m} from the axle. The barrow is held still, tipping neither up nor down.

Connection

The torque of the load's weight about the axle is 60⋅9,8⋅0,40=235 N⋅m60\cdot 9{,}8\cdot 0{,}40 = 235\ \text{N}\cdot\text{m}; it must be balanced by the torque of the lifting force: F⋅1,20=235 N⋅mF\cdot 1{,}20 = 235\ \text{N}\cdot\text{m}, so F≈196 NF \approx 196\ \text{N}. The second equilibrium condition — balance of vertical forces: 196 N+Nwheel=588 Н196\ \text{N} + N_{\text{wheel}} = 588\ \text{Н} — leaves the axle carrying about 392 N392\ \text{N}.

Shop sign on a wall bracket

Scenario

A shop sign hangs on a uniform horizontal beam of mass 8,0 kg8{,}0\ \text{kg} and length 1,20 m1{,}20\ \text{m}, hinged to the wall at one end. A stay cable runs from the wall to the far end of the beam at 40∘40^\circ to the beam. The sign, of mass 3,0 kg3{,}0\ \text{kg}, is attached at the far end.

Connection

The sum of torques about the hinge is zero: the beam's weight 78 N78\ \text{N} with lever arm 0,60 m0{,}60\ \text{m} gives 47 N⋅m47\ \text{N}\cdot\text{m}, the sign's weight 29 N29\ \text{N} with lever arm 1,20 m1{,}20\ \text{m} gives 35 N⋅m35\ \text{N}\cdot\text{m}, a total of 82 N⋅m82\ \text{N}\cdot\text{m}. The cable tension TT has lever arm 1,20sin⁡40∘=0,77 m1{,}20\sin 40^\circ = 0{,}77\ \text{m}, so T=82/0,77≈1,1⋅102 NT = 82/0{,}77 \approx 1{,}1\cdot 10^{2}\ \text{N}. From ∑Fx=0\sum F_x = 0 the hinge pushes the beam towards the wall with Tcos⁡40∘≈82 NT\cos 40^\circ \approx 82\ \text{N}, and from ∑Fy=0\sum F_y = 0 upwards with 107−Tsin⁡40∘≈38 N107 - T\sin 40^\circ \approx 38\ \text{N}.