Force Equilibrium

For two known forces P, Q at an angle, compute the resultant magnitude, direction and the equilibrant (equal & opposite) force.

Inputs

Formula

R = √(P² + Q² + 2PQ cosα); Equilibrant Feq = R (opposite)
F₁F₂F₃Three-force equilibrium (Lami)
Force Equilibrium schematic

Fundamentals

Equilibrium means net force and net moment are both zero — the body is at rest or in uniform motion.

Conditions $\sum F_x=0,\sum F_y=0,\sum M=0$. Three concurrent forces in equilibrium obey Lami's theorem: $F_1/\sin\alpha_1=F_2/\sin\alpha_2=F_3/\sin\alpha_3$.

History

Static-equilibrium conditions were founded by Archimedes and Varignon's theorem (1687).

Engineering applications

Used to solve forces in suspensions, brackets, cableways and static structures.

Glossary

EquilibriumZero net force and zero net moment.
Lami's theoremEach of 3 concurrent forces ∝ sine of opposite angle.
ConcurrentForces whose lines meet at one point.

How to use

  1. Fill in Force P, Force Q, Angle α in the Inputs section (watch the unit on each field).
  2. Click Calculate; the tool evaluates the formula shown above.
  3. Read Resultant R, Resultant dir. θ, Equilibrant Feq in the results area.
Formula notesThree-force equilibrium (Lami): F₁/sinα₁ = F₂/sinα₂ = F₃/sinα₃, α = opposite angles.

Formula · Worked Example · Knowledge

Formula

Resultant $R=\sqrt{P^2+Q^2+2PQ\cos\alpha}$; equilibrant $F_{eq}=R$ opposite in direction.

Worked Example

P=100, Q=80, α=60° → R≈148.4 N; equilibrant 148.4 N opposite.

Key Points

  • Equilibrium needs zero resultant (∑F=0).
  • Equilibrant equals and opposes the resultant.
  • Multi-force equilibrium: pair up or set coordinate sums.

Parameters

Inputs

ParameterSymbolUnitDefault
Force P (N)PN100
Force Q (N)QN80
Angle α (°)alpha°60

Outputs

ResultSymbolUnit
Resultant RRN
Resultant dir. θtheta°
Equilibrant FeqFeqN

Applications

  • Simply-supported/cantilever reactions
  • Structural equilibrium analysis
  • Shear & moment distribution

FAQ

What formula does this tool use?
This tool computes per ISO / AGMA / ASME standard formulas: R = √(P² + Q² + 2PQ cosα); Equilibrant Feq = R (opposite)
How accurate are the results?
Results match input precision, based on SI units and common engineering approximations; for critical duty re-check with a safety factor.
Where is it used?
Simply-supported/cantilever reactions