Salick Academy

Coplanar Forces and Equilibrium

No calculator

A force has magnitude and direction, so forces combine like vectors, not like numbers. Almost every question in this topic reduces to one of two things: resolving forces into perpendicular components, or setting the total in each direction to zero.

Take g=9.81 m s−2g = 9.81\ \text{m s}^{-2} throughout, and note that the weight of a mass mm is mgmg newtons, acting vertically downwards.

Forces as vectors

A force FF at angle θ\theta to the horizontal has components

Fx=Fcos⁡θ,Fy=Fsin⁡θF_x = F\cos\theta, \qquad F_y = F\sin\theta

and conversely a force with components (Fx,Fy)(F_x, F_y) has

∣F∣=Fx2+Fy2,θ=tan⁡−1 ⁣(FyFx)|F| = \sqrt{F_x^2 + F_y^2}, \qquad \theta = \tan^{-1}\!\left(\frac{F_y}{F_x}\right)

Finding a resultant

Resolve every force, add the components, then recombine.

Forces of 5 N along the positive xx-axis and 8 N at 60°60° to it.

Rx=5+8cos⁡60°=9,Ry=8sin⁡60°=6.93R_x = 5 + 8\cos 60° = 9, \qquad R_y = 8\sin 60° = 6.93

∣R∣=92+6.932=11.4 N,θ=tan⁡−16.939=37.6°|R| = \sqrt{9^2 + 6.93^2} = 11.4\ \text{N}, \qquad \theta = \tan^{-1}\frac{6.93}{9} = 37.6°

The conditions for equilibrium

A particle is in equilibrium when the resultant force is zero:

∑Fx=0and∑Fy=0\sum F_x = 0 \qquad\text{and}\qquad \sum F_y = 0

A body of weight 100 N hangs from two light strings making 40°40° and 55°55° with the horizontal, on opposite sides.

Horizontally: T1cos⁡40°=T2cos⁡55°T_1\cos 40° = T_2\cos 55°

Vertically: T1sin⁡40°+T2sin⁡55°=100T_1\sin 40° + T_2\sin 55° = 100

Solving the pair gives T1=57.6 NT_1 = 57.6\ \text{N} and T2=76.9 NT_2 = 76.9\ \text{N}.

Lami's theorem and the triangle of forces

When exactly three forces hold a particle in equilibrium,

Psin⁡α=Qsin⁡β=Rsin⁡γ\frac{P}{\sin\alpha} = \frac{Q}{\sin\beta} = \frac{R}{\sin\gamma}

where each angle is the one opposite its force — that is, between the other two.

Equivalently, three forces in equilibrium form a closed triangle when drawn head to tail, so the sine and cosine rules apply directly to it.

Friction

Friction acts along the surface, opposing motion or attempted motion, with

F≤μRF \le \mu R

where RR is the normal reaction. At the point of slipping the friction is limiting, and F=μRF = \mu R.

The inclined plane

Resolve along and perpendicular to the plane, not horizontally and vertically. For a body of mass mm on a plane at angle α\alpha:

R=mgcos⁡αcomponent of weight down the slope=mgsin⁡αR = mg\cos\alpha \qquad \text{component of weight down the slope} = mg\sin\alpha

A block of mass 8 kg rests on a plane at 25°25° with μ=0.3\mu = 0.3. Does it slide?

mgsin⁡25°=8(9.81)(0.4226)=33.2 Nmg\sin 25° = 8(9.81)(0.4226) = 33.2\ \text{N} μR=0.3×8(9.81)cos⁡25°=21.3 N\mu R = 0.3 \times 8(9.81)\cos 25° = 21.3\ \text{N}

The pull down the slope exceeds the greatest friction available, so the block slides, with

a=g(sin⁡25°−μcos⁡25°)=1.48 m s−2a = g(\sin 25° - \mu\cos 25°) = 1.48\ \text{m s}^{-2}

Moments

For a rigid body, forces summing to zero is not enough: it could still rotate. The moment of a force about a point is

moment=F×d\text{moment} = F \times d

where dd is the perpendicular distance from the point to the line of action. A body in equilibrium satisfies

∑F=0and∑moments=0 about any point\sum F = 0 \qquad\text{and}\qquad \sum \text{moments} = 0 \ \text{about any point}

A uniform beam ABAB of length 6 m and weight 400 N rests on supports at AA and BB. A person of weight 600 N stands 2 m from AA.

Taking moments about AA removes RAR_A from the equation:

6RB=400(3)+600(2)=2400⟹RB=400 N6R_B = 400(3) + 600(2) = 2400 \quad\Longrightarrow\quad R_B = 400\ \text{N}

RA=1000−400=600 NR_A = 1000 - 400 = 600\ \text{N}