Physics Lab
Class XI/Chapter 5: Laws of Motion/Equilibrium of Concurrent Forces and Lami's Theorem

Equilibrium of Concurrent Forces and Lami's Theorem

When several forces act through a single point and the body neither accelerates nor rotates about that point, the body is in translational equilibrium. A particularly elegant statement covers the case of three coplanar concurrent forces — Lami's theorem.

Concept

Concurrent forces pass through a common point.

Equilibrium condition (translational):

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

Equivalently, the vector polygon of the forces closes. For three forces, the triangle of forces closes.

Lami's theorem: If three coplanar concurrent forces F1F_1, F2F_2, F3F_3 keep a particle in equilibrium, then each force is proportional to the sine of the angle between the other two:

F1sinα=F2sinβ=F3sinγ\frac{F_1}{\sin \alpha} = \frac{F_2}{\sin \beta} = \frac{F_3}{\sin \gamma}

where α\alpha is the angle between F2F_2 and F3F_3, β\beta between F1F_1 and F3F_3, γ\gamma between F1F_1 and F2F_2, and α+β+γ=360°\alpha + \beta + \gamma = 360°.

Derivation

Place the three forces tail-to-tail at a common point. Because they sum to zero, the head-to-tail arrangement forms a closed triangle (the "triangle of forces").

Let the interior angles of that triangle be πα\pi - \alpha, πβ\pi - \beta, πγ\pi - \gamma (since each interior angle is the supplement of the angle between the two corresponding forces in tail-to-tail form). Then sin(πx)=sinx\sin(\pi - x) = \sin x.

By the sine rule applied to this triangle,

F1sin(πα)=F2sin(πβ)=F3sin(πγ)\frac{F_1}{\sin(\pi - \alpha)} = \frac{F_2}{\sin(\pi - \beta)} = \frac{F_3}{\sin(\pi - \gamma)}

i.e.

F1sinα=F2sinβ=F3sinγ\frac{F_1}{\sin \alpha} = \frac{F_2}{\sin \beta} = \frac{F_3}{\sin \gamma}

This is Lami's theorem.

Worked Example

A street lamp of weight W=203NW = 20\sqrt{3} \, \text{N} hangs from a horizontal strut and is tied to a wall by a rope making 60° with the strut. Find the tension in the rope and the compression in the strut.

Solution:

Three forces act at the joint: the rope tension TT along the rope (toward the wall), the strut compression CC along the strut (away from the wall, horizontal), and the weight WW pulling straight down.

Angles between forces (tail-to-tail at joint):

  • Between CC (horizontal away from wall) and WW (vertically down): 90°90°.
  • Between WW (down) and TT (toward wall along rope at 60° above horizontal): 180°60°=120°180° - 60° = 120°.

Wait — let me set the angles cleanly. With strut horizontal and rope at 60° above horizontal toward the wall:

  • Angle between rope and strut: 60°60° → opposite to WW.
  • Angle between strut and WW: 90°90° → opposite to TT.
  • Angle between rope and WW: 180°60°=120°180° - 60° = 120° → opposite to CC but on the supplementary side; for Lami, the angle "between the other two" sweeping through the particle is 360°60°90°=210°360° - 60° - 90° = 210°? Cleaner to use the polygon angles.

Using tail-to-tail Lami angles with WW down, TT up-and-away-from-wall, CC toward-wall:

Wsin60°=Tsin90°=Csin(180°60°)=Csin60°\frac{W}{\sin 60°} = \frac{T}{\sin 90°} = \frac{C}{\sin (180° - 60°)} = \frac{C}{\sin 60°}

Hmm — sign conventions can confuse. Easiest: resolve directly.

Horizontal: Tcos60°=CC=T/2T \cos 60° = C \Rightarrow C = T/2.

Vertical: Tsin60°=WT=W/sin60°=203/(3/2)=40NT \sin 60° = W \Rightarrow T = W/\sin 60° = 20\sqrt{3}/(\sqrt{3}/2) = 40 \, \text{N}.

So T=40NT = 40 \, \text{N} and C=20NC = 20 \, \text{N}.

Common Confusions

  • Lami's theorem applies only to three concurrent coplanar forces. Four-force problems need polygon-of-forces or component method.
  • Angles in Lami are between the other two forces, not between a force and itself or the axes.
  • Equilibrium \neq rest. A body moving with constant velocity is also in equilibrium (F=0\sum \vec{F} = 0).
  • For rotational equilibrium, you additionally need τ=0\sum \vec{\tau} = 0, but for concurrent forces about the point of concurrence, τ=0\sum\vec{\tau} = 0 automatically.

Key Takeaways

  • Equilibrium of a particle: F=0\sum \vec{F} = 0.
  • For three concurrent forces, the triangle of forces closes.
  • Lami's theorem: F1/sinα=F2/sinβ=F3/sinγF_1/\sin\alpha = F_2/\sin\beta = F_3/\sin\gamma, where each angle is between the other two forces.
  • Lami follows from the sine rule applied to the closed triangle.
  • Resolving into components is always a safe alternative.

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