4. Mechanics
- Syllabus
- 9709–2028–2029
- Section
- 4
- Level
- AS

| Interaction | Force on chosen particle |
|---|---|
| Earth | weight mg vertically downward |
| taut light string | tension along string, pulling away |
| surface contact | normal reaction perpendicular; friction if rough |
| applied push/pull | along stated line of action |
Choose the particle/body, replace it by a point or simple outline, inspect every external interaction, draw one labelled arrow per force from the body, and include angles needed for later resolution.
A particle resting on a rough inclined plane may have weight mg downward, normal reaction perpendicular to the plane and friction along the plane. Motion or acceleration is not an extra force.
Draw only forces acting on the selected body. A force that this body exerts on something else belongs on the other body’s diagram.
Velocity, acceleration and “resultant force” are not additional interaction arrows. Do not cancel third-law partners across different bodies.
For force $F$ at angle $\theta$ from the positive $x$-axis:F_x=F\cos\theta,\qquad F_y=F\sin\theta,withsignssetbydirection.
Resolve every force along the same perpendicular axes, add signed components to (Rx,Ry), then calculate R=Rx2+Ry2 and determine its quadrant-correct direction.
Forces $(3,4)$ N and $(-1,2)$ N give\mathbf R=(2,6)\text{ N},\quad |\mathbf R|=\sqrt{40}=2\sqrt{10}\text{ N}.
Choose axes along an incline or along a force when that reduces unknown components. A negative component means opposite to the chosen positive direction.
Calculations are required; a scale drawing is not an accepted substitute. Adding magnitudes ignores the included angle.
A particle is in equilibrium when ΣF=0. Resolve horizontally and vertically (or along chosen axes), giving one scalar equation per independent direction.
Include all external forces, use geometry to express angles, and solve the component equations together. A zero horizontal resultant alone does not ensure equilibrium.
A weight supported by two symmetric strings has equal tensions; horizontal components cancel and vertical components sum to the weight.
Equilibrium does not mean no forces act; it means their vector sum is zero.
The force exerted by a rough surface on a particle is represented by two perpendicular components: normal reaction R perpendicular to the surface and friction F parallel to the surface.
The normal component pushes away from the surface. Friction opposes actual relative motion or the tendency/impending relative motion between the contacting surfaces.
On an incline, draw R perpendicular to the plane and F along it. Weight remains vertical; it is not one of the contact components.
Ifneeded,thesingleresultantcontactforcehasmagnitudeC=\sqrt{R^2+F^2},butequilibriumisusuallysolvedusingtheseparatecomponents.
Do not assume F=μR here. That equality belongs only to limiting friction in objective 6.
A smooth surface exerts only a normal reaction perpendicular to the surface: the tangential/friction component is modelled as zero.
Remove friction from the free-body diagram, keep weight and all other forces, choose axes along/perpendicular to the surface, and solve with the remaining reaction.
For a particle on a smooth incline, R is perpendicular to the plane and the component mgsinθ acts down the plane; the model predicts no contact resistance along the plane.
Real surfaces generally have friction. The smooth model is unsuitable when tangential resistance, sticking, impending slip or energy loss materially affects the result.
Smooth means frictionless contact, not force-free contact: the normal reaction remains.
The coefficient of friction is $\mu=F_{\max}/R$. Static friction satisfies0\le F\le\mu R.Inlimitingequilibrium(“abouttoslip”),F=\mu R.
Identify the impending motion, draw friction opposite that tendency, resolve equilibrium to find F and R, then use equality only if the wording indicates limiting equilibrium; otherwise verify F≤μR.
For a particle about to slide down a rough plane of angle $\theta$:R=mg\cos\theta,\quad F=mg\sin\theta=\mu R,so $\mu=\tan\theta$.
“About to slip”, “on the point of moving” and “limiting equilibrium” all signal maximum static friction. If the tendency reverses, friction direction reverses.
In ordinary static equilibrium friction takes the value needed up to the limit; it is not always μR.
If body A exerts a force on body B, then B simultaneously exerts an equal-magnitude, opposite-direction force of the same interaction type on A.
A valid third-law pair has:
| Test | Requirement |
|---|---|
| bodies | forces act on different bodies |
| interaction | same pair of interacting bodies/type |
| size/direction | equal magnitude, opposite direction |
| timing | simultaneous |
The ground pushes upward on a particle with normal reaction R; the particle pushes downward on the ground with force R. These arrows belong on different free-body diagrams.
Weight is Earth pulling the particle; its partner is the particle pulling Earth. The normal reaction is therefore not the third-law partner of weight.
Third-law partners cannot cancel in one particle’s equilibrium equation because they do not act on the same particle. Newton’s first/second laws are outside this exact objective.
| Quantity | Type in 1D | Meaning |
|---|---|---|
| distance | scalar, ≥0 | total path length travelled |
| displacement s | signed/vector quantity | final position minus initial position |
| speed | scalar, ≥0 | rate of distance; ∣v∣ |
| velocity v | signed/vector quantity | rate of displacement |
| acceleration a | signed/vector quantity | rate of velocity |
Choose one positive direction before calculating. Negative displacement/velocity/acceleration means opposite to that direction, not an invalid value.
A particle moves from x=0 to x=5 m then to x=2 m. Distance =5+3=8 m; displacement =+2 m. If the return takes 1 s, its velocity then is negative while speed is positive.
Speeddecreaseswhenvelocityandaccelerationhaveoppositesigns:va<0.Thus negative acceleration is deceleration only while $v>0$.
Distance is not always ∣displacement∣ when direction changes. “Deceleration” means decreasing speed, not simply a<0.
| Graph | Gradient | Area under graph | Height/sign |
|---|---|---|---|
| displacement–time | velocity | no standard motion meaning here | position relative to origin |
| velocity–time | acceleration | displacement | direction of motion |
A secant gradient gives average velocity/acceleration over an interval; a tangent gives instantaneous value. Horizontal s–t means rest; horizontal v–t means zero acceleration.
Signed area above minus area below the time axis gives displacement. Total distance is the sum of absolute areas, splitting at every v=0 direction change.
A positive/negative s–t slope shows positive/negative velocity. On a v–t graph, crossing the axis may reverse direction; increasing/decreasing height alone must be interpreted with sign.
Area under an s–t graph is not displacement. Negative v–t area subtracts from displacement but adds positively to total distance.
v=\frac{ds}{dt},\qquad a=\frac{dv}{dt}=\frac{d^2s}{dt^2};reversinggivesv=\int a,dt+C_1,\qquad s=\int v,dt+C_2.
Differentiate when moving right in the chain s→v→a; integrate when moving left. Use stated values such as v(t0) or s(t0) to determine each constant, preserving one sign convention.
If $a=6t-2$ and $v(0)=3$, thenv=3t^2-2t+3.Integrating again and using $s(0)=5$ givess=t^3-t^2+3t+5.
Solve v=0 for rest/possible direction changes; test the sign of v around each root. For total distance, evaluate displacement changes separately on intervals of constant velocity sign.
Include integration constants. Calculus is restricted to Paper 1 techniques; do not import later integration methods.
Forstraight−lineconstantacceleration:v=u+at,s=ut+\tfrac12at^2,v^2=u^2+2as,s=\tfrac12(u+v)t.
Choose a positive direction, assign signed u,v,a,s, list known/required quantities, select a formula with no extra unknown, solve and check time/position against the event wording.
From u=5 m s−1 to v=17 m s−1 in 4 s, a=3 m s−2 and s=21(5+17)4=44 m.
For different particles, write a separate equation for each using the same time origin and coordinate line. At a meeting, their positions are equal—not necessarily their displacements from different starting points. Other events may share time but not velocity.
These formulae require constant acceleration. Do not mix sign conventions or set two travelled distances equal unless the geometry justifies it.
Forone−dimensionalmotion,p=mv,where $m>0$ and velocity $v$ carries the chosen-direction sign. Units are kg m s$^{-1}$.
Choose a positive direction once. Momentum is positive or negative according to velocity; reversing motion reverses momentum without changing mass.
A $2$ kg particle moving at $+4$ m s$^{-1}$ has $p=+8$ kg m s$^{-1}$; a $1$ kg particle moving at $-1$ m s$^{-1}$ has $p=-1$ kg m s$^{-1}$.
Momentum is a vector quantity restricted here to one dimension, so it is represented by a signed scalar. Its magnitude is m times speed.
Do not replace velocity by speed when direction matters. Conservation belongs to the next objective, not to the definition of one particle’s momentum.
Foramodelleddirectimpactwithnegligibleexternaleffectduringtheevent:m_1u_1+m_2u_2=m_1v_1+m_2v_2.Everyvelocityissignedinonechosendirection.
Define the two-body system and positive direction, label velocities immediately before/after, write one signed momentum equation, include any stated relation between final velocities, solve and interpret a negative result as opposite to the assumed direction.
If the bodies coalesce, $v_1=v_2=v$:m_1u_1+m_2u_2=(m_1+m_2)v.
A $2$ kg body at $4$ m s$^{-1}$ hits a $1$ kg body at $-1$ m s$^{-1}$ and they stick:2(4)+1(-1)=3v\Rightarrow v=\frac73\text{ m s}^{-1}.
Momentum conservation does not imply kinetic-energy conservation. Knowledge of impulse and coefficient of restitution is explicitly not required.
Foraconstant−massparticleinaninertialframe:\sum F=maalongeachchosendirection.Theaccelerationfollowstheresultantforce.
Isolate one particle, draw all forces acting on it, choose a positive line/axes, resolve signed forces, write one ∑F=ma equation per required direction, then solve and interpret any negative acceleration.
Include friction, string tension, rod thrust and weight/reaction when they act. Other resistance such as air resistance is included only when the question states it.
A $5$ kg block with $20$ N right and $8$ N left has20-8=5a\Rightarrow a=2.4\text{ m s}^{-2}totheright.
Use the resultant, not the largest force. Third-law partners act on other bodies and do not enter this particle’s equation.
W=mg,where mass $m$ is in kg, gravitational acceleration $g$ is in m s$^{-2}$ and weight $W$ is a downward force in N.
In this Mechanics component, use the expected approximation g=10 m s−2 unless the question states another value.
A $3$ kg particle has weightW=3\times10=30\text{ N}verticallydownward.
Use m on the right of F=ma and include mg as one force in the free-body equation. A normal reaction or scale reading is a separate contact force and need not equal mg during acceleration or on an incline.
Mass is not measured in newtons and weight is not measured in kilograms. Do not default to 9.8 when this component expects 10.
For each phase, draw forces, choose a positive direction, resolve ∑F=ma to obtain a constant a, then use constant-acceleration formulae only within that phase. Start a new phase when motion reverses or a force changes.
For vertical free motion with negligible resistance, acceleration is g downward. If upward is positive, a=−g during both ascent and descent; velocity changes sign at the highest point.
For a rough incline, friction opposes motion:
| Motion | Friction direction | Typical down-slope resultant |
|---|---|---|
| moving up | down slope | mgsinθ+F |
| moving down | up slope | mgsinθ−F |
If a particle slides on a rough plane with $F=\mu mg\cos\theta$, then down-slope acceleration while moving down isa=g(\sin\theta-\mu\cos\theta),providedthemodelgivesmotiondowntheplane.
Do not carry the same friction direction or acceleration through a reversal. SUVAT is valid only while acceleration is constant.
| Connector model | Shared/connector consequence |
|---|---|
| light inextensible string over smooth pulley | equal acceleration magnitudes; same tension throughout |
| light rope towing | rope carries tension (pull) |
| light rigid tow-bar | may carry tension or thrust/compression |
Draw a separate free-body diagram and ∑F=ma equation for each particle. Choose compatible positive directions, apply the kinematic connector constraint, then solve simultaneous equations for acceleration and internal force.
For masses $m_1,m_2$ hanging on a smooth pulley with $m_2>m_1$:m_2g-T=m_2a,\qquad T-m_1g=m_1a.Adding eliminates $T$ and gives $a=(m_2-m_1)g/(m_1+m_2)$.
A whole-system equation may eliminate internal tension/thrust, but a separate-body equation is still needed when the connector force is required.
Equal acceleration does not imply equal resultant force when masses differ. A rigid tow-bar force is not automatically tension.
For constant force magnitude $F$ and displacement $d$ of its point of application, with included angle $\theta$:W=Fd\cos\theta.Unitsarejoules(J).
| Angle | Work by the force | Meaning |
|---|---|---|
| 0≤θ<90∘ | positive | transfers energy to motion/system |
| θ=90∘ | zero | no component along displacement |
| 90∘<θ≤180∘ | negative | removes mechanical energy |
A $20$ N force acts through $5$ m at $60^\circ$ to the motion:W=20\times5\times\cos60^\circ=50\text{ J}.
Use displacement of the force’s point of application and the angle between the two directions. Resolve first if that makes the along-motion component clearer.
Use of the scalar product is not required. W=Fd applies only when force and displacement are parallel in the same direction.
KE=\frac12mv^2,\qquad \Delta GPE=mg(h_2-h_1).In Mechanics use $g=10$ m s$^{-2}$ unless stated otherwise.
| Energy | Depends on | Does not depend on |
|---|---|---|
| kinetic | mass and speed squared | velocity direction |
| gravitational potential change | mass, g, vertical height change | path shape/length |
A $2$ kg particle rises $3$ m and changes speed from $4$ to $1$ m s$^{-1}$:\Delta GPE=60\text{ J},\qquad \Delta KE=\tfrac12(2)(1^2-4^2)=-15\text{ J}.
Potential-energy zero is chosen conveniently; only differences matter. Keep joules and use vertical height, including on a curved path.
KE is never negative and uses speed. Do not use 9.8 by default in this component or replace vertical height by travelled distance.
ChoosethesystemandwriteE_{\text{initial}}+W_{\text{external}}=E_{\text{final}},usingkineticandgravitationalpotentialenergies.Equivalently,externalworkequalsthechangeinsystemenergy.
If no external non-conservative work changes mechanical energy, KE+GPE=constant. Smooth contact reactions often do no work along the motion.
Work by resistance/friction is negative and must be included, or represented as energy dissipated on the loss side. Driving work is positive when along motion.
Energy depends on initial/final speed and height, not path shape. A child moving on a smooth curved slide can be solved from overall height change without resolving forces along every segment.
Do not conserve KE+GPE when friction or another external force does non-zero work unless that work is included in the ledger.
Averagepower:P_{\text{avg}}=\frac{W}{t}.Foraforceactinginthedirectionofinstantaneousvelocity:P=Fv.Units are watts, $1\text{ W}=1\text{ J s}^{-1}$.
If force is not parallel to motion, only its along-velocity component contributes: P=Fvcosθ. The syllabus P=Fv form assumes force acts in the direction of motion.
An engine does $120$ kJ in $20$ s, so average power is $6.0$ kW. If it exerts $1500$ N along motion at $8$ m s$^{-1}$, instantaneous power is $12$ kW.
At non-zero speed, driving force from known power is F=P/v; this feeds the next objective’s force equation.
Power is a rate, not energy or force. Do not use peak force with total time to claim average power, or divide by zero speed in F=P/v.
At speed $v>0$, driving force along motion isD=\frac Pv.Thenresolvealongthehillandapply\sum F=ma.
For a car of mass $m$ moving uphill at angle $\theta$ against resistance $R$:\frac Pv-R-mg\sin\theta=ma,soa=\frac{P/v-R-mg\sin\theta}{m}.
Convert power units to watts, identify the instantaneous speed, compute D=P/v, draw/resolve slope forces with one positive direction, then calculate a and interpret its sign as velocity change—not automatically speed change.
If motion is downhill, reassign signs: the component of weight along the slope aids motion while resistance opposes it. Re-derive rather than memorising one sign pattern.
P is not a force. The formula P/v is not usable at v=0, and resistance plus the weight component must not be omitted.