Physics notes / Mechanics

Mechanics · 100% marks notes

Mechanics full marks = name the model in ≤15s (Newton / energy / COM / rotation / SHM / gravity), then run a fixed FBD–constraint–check template — including multi-concept joins that make Advanced Mechanics lengthy.

Goal Bank ~30–35 /100 Phys (~full Mechanics share)Weight ~32% of Physics tags (2020–2026)Speed 60–90sShare 32.3%Trend Falling share
Mechanics is often ~30%+ of Advanced Physics and the #1 rank separator when rotation and constraints densify. Cover units/errors, kinematics, Newton+friction, work–energy, COM/collisions, rigid body, SHM and gravitation. 100% means named templates (FBD set, energy gate, a=Rα, ẍ+ω²x=0, orbit energy) plus the discipline to combine them under time pressure. Mechanics bank marks come from diagrams and conservation choice, not longer algebra.
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Mechanics · chapter details

Same content as each topic page — brief, paper asks, methods, formulas, and families — so you can study here first, then open a full topic only when you need samples or trends.

01 · Steady marks from dimensional checks, significant figures, error propagation and named syllabus experiments

Units, Errors & Experiments

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PromiseClassify as dimensions, significant figures, percentage error or a named experiment in 15 seconds; then one propagation rule or least-count protocol finishes the stem.

This unit is the paper’s measurement language. Advanced mixes dimensional consistency, significant-figure rounding, random/systematic error and apparatus protocols (Vernier, screw gauge, pendulum-g, Young’s modulus, capillary, calorimeter, u–v, resonance column, Ohm’s law, meter bridge/PO box). Treat every stem as: what is measured, what is computed, and how uncertainty travels. One-line protocol: measure → correct → compute → propagate. If you skip a step, the option that looks neat is usually wrong.

01. A dimensionally homogeneous equation is necessary but not sufficient; dimensionless constants and trig arguments still need physical justification.

02. Significant figures report measurement precision, not calculator display. Multiplication/division follows the weakest relative precision; addition/subtraction follows the weakest absolute precision (fewest decimal places).

03. For a product/quotient P = k Aᵃ Bᵇ …, percentage error adds as |a|δA/A + |b|δB/B + … when relative errors are small and independent.

How Advanced asks this

  • Check dimensional consistency or find an unknown exponent in a proposed formula
  • Propagate absolute/percentage error through a derived quantity
  • Significant figures after arithmetic or instrument reading
  • Vernier/screw-gauge reading with zero error; least-count traps
  • g by simple pendulum: T²–L slope, or percentage error from δT and δL
  • Young’s modulus by Searle, capillary rise, calorimeter heat balance, u–v lens/mirror, resonance column, Ohm’s law, meter bridge or PO-box resistance

Traps that leak marks

  • Treating a dimensionally correct option as physically proven
  • Forgetting the factor 2 on δT/T in g∝1/T²
  • Using observed reading without zero-error correction
  • Confusing absolute error with percentage error in options
  • Reporting calculator digits beyond significant-figure rules
  • Ignoring end correction in resonance column
  • Using one (u,v) pair when the experiment expects several or a graph
  • Calling a dimensionally correct option physically proven
  • Dropping the factor 2 on δT/T when g∝1/T²
  • Using observed reading without zero-error correction

Must cover (this topic)

  • Units and dimensions; dimensional analysis; least count; significant figures
  • Error analysis for listed experiments: Vernier, screw gauge, g by pendulum, Young’s modulus, surface tension by capillary, calorimeter specific heat, u–v focal length, resonance column, Ohm’s law, meter bridge / post office box

60–90s process

  1. 0–15s — Decide: dimensions, sig-figs, error propagation, or named experiment protocol.
  2. 15–35s — List measured quantities with least counts/zero errors; write the computing formula or graph relation.
  3. 35–75s — Propagate errors or extract slope/intercept; apply zero correction before using a reading.
  4. 75–90s — Check units/dimensions, number of significant figures, and whether systematic bias (zero error, parallax, end correction) was handled.

Methods that change the score

Dimensional checks and error propagation decide many General stems before any apparatus story begins.

Method 01 · Dimension sieve first

Most wrong formulas die on dimensions alone; saves the 90-second budget for genuine physics.

Do this: Assign M,L,T (and I,θ if needed) to every symbol; kill options that fail homogeneity before algebra.

Method 02 · Log-diff error map

Turns every power and product into a linear percentage-error ledger without memorising cases.

Do this: Take ln of the computing formula, differentiate, replace d→δ and take absolute values.

Method 03 · Zero-error before formula

Systematic bias is not random; it shifts the measured value before propagation.

Do this: Correct every instrument reading for zero error, then apply least count; never correct the final answer instead.

Method 04 · Graph over single point

Reduces random scatter and matches how Advanced phrases pendulum-g, Ohm’s law and meter-bridge stems.

Do this: When multiple (x,y) pairs exist, extract slope/intercept matching the linearised law.

Quick formulas

  • Dimensional check: [LHS] = [RHS]; trig/exp arguments dimensionless — Proposed formulas and option sieves
  • Relative/percentage error: δx/|x|; % error = 100 δx/|x| — Single measured quantity
  • Product/power propagation: δP/|P| ≈ |a|δA/A + |b|δB/B + … for P∝AᵃBᵇ… — Derived quantity from independent measurements
  • Sum/difference: δ(A±B) = δA + δB (maximum-error convention in JEE) — Addition/subtraction of measured values
  • Vernier least count: LC = 1 MSD − 1 VSD = (1 MSD)/n — n Vernier divisions match (n−1) or n main-scale divisions as stated
  • Screw gauge: LC = pitch / number of circular divisions; reading = MSR + CSR×LC − zero error — Diameter/thickness with zero correction
  • Pendulum g: T = 2π√(L/g) ⇒ g = 4π²L/T²; use slope of T² vs L — g by simple pendulum
  • Young’s modulus (Searle): Y = (MgL)/(πr²ℓ) with ℓ extension; often from load–extension slope — Wire under tension experiment

Common question families

Dimensional consistency

Looks like: Check equation, find [X], or compare options by dimensions

Fast model: Write base dimensions for every symbol before algebra.

Error propagation

Looks like: Least count, % error, or combined measurement uncertainty

Fast model: Use relative-error addition with powers as multipliers.

Significant figures and rounding

Looks like: Report a computed result to correct precision

Fast model: Limit digits by the least precise measured input.

Named experiment setup

Looks like: Vernier, screw gauge, pendulum-g, Y, capillary, calorimeter, optics, resonance, Ohm/bridge

Fast model: Name what is measured and the working formula before numbers.

Sample preview · Dimensional consistency

If F=αv + βx with F force, v speed and x length, find [β]/[α].

Answer: T⁻¹

Each additive term must match the left-hand dimensions.

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02 · High-frequency numericals and multi-correct from 1D/2D motion, projectiles, UCM and relative velocity

Kinematics & Projectiles

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PromiseFix an inertial Cartesian frame and constant-acceleration vs circular vs relative mode in 15 seconds; component equations then finish most stems inside 90 seconds.

Advanced kinematics is component bookkeeping. Projectiles are two independent constant-acceleration motions; UCM is constant speed with centripetal acceleration; relative velocity is vector subtraction in Cartesian components—not a new force law. Template: axes → classify a → write component equations → match boundary times/positions. Skip the formula sheet until components exist on paper.

01. With constant acceleration, the five equations link v, u, a, s and t; never use v²=u²+2as across a stretch where a changes direction or magnitude.

02. Projectile (no air): a_x=0, a_y=−g if +y is up. Range, height and time follow from components; the trajectory y(x) is a parabola only in that approximation.

03. Uniform circular motion: speed constant, velocity continuously changing; a = v²/r = ω²r toward centre. Angular and linear quantities meet through s=rθ, v=rω, a_t=rα.

How Advanced asks this

  • 1D motion with piecewise acceleration or velocity–time graphs
  • Projectile range/height/time, projection from height, or angle for max range on incline
  • Trajectory equation or coordinates at a given time
  • UCM: period, angular speed, centripetal acceleration, or linked string/particle
  • Relative velocity: rain, river crossing, minimum distance, approach/separation
  • Two projectiles or projectile plus moving frame (Cartesian relative)

Traps that leak marks

  • Using R=u²sin2θ/g from a height or onto an incline without derivation
  • Taking g=+g in both components after fixing +y up
  • Confusing speed with velocity in ‘returns with same…’ statements
  • Using a=v²/r when speed is changing
  • Adding river current to boat speed without vectors
  • Using average speed as (u+v)/2 when acceleration is not constant
  • Blind range formula when landing height ≠ launch height
  • Mixing ground-frame and relative-frame components mid-solution
  • Using centripetal a as a tangential speed-change agent

Must cover (this topic)

  • 1D/2D kinematics (Cartesian); projectiles; UCM; relative velocity

60–90s process

  1. 0–15s — Classify: 1D constant a, piecewise, projectile, UCM, or relative-velocity geometry.
  2. 15–35s — Choose axes; write u_x,u_y,a_x,a_y or ω,r; for relative, write v_A−v_B components.
  3. 35–75s — Integrate or apply constant-a formulas per component; convert ω↔v when circular.
  4. 75–90s — Check signs of g, landing condition (y=0 or y=−h), and whether speed or velocity was asked.

Methods that change the score

Axis choice and piecewise integration turn long worded trajectories into short kinematics.

Method 01 · Component split stamp

Stops illegal use of level-ground T,H,R when launch height or landing height differs.

Do this: Before any ‘range formula’, write horizontal and vertical equations separately.

Method 02 · v–t area ledger

Handles direction changes without chaining wrong equations across breaks.

Do this: For piecewise 1D motion, sketch v(t); displacement is signed area.

Method 03 · Relative-vector triangle

Makes ‘velocity of rain wrt man’ a subtraction, not a new physical law.

Do this: Draw v_A, v_B and v_{A/B}; solve with components or geometry for rain angle / drift / min distance.

Method 04 · Circular kinematics gate

Prevents writing a=v²/r as the full acceleration when |v| changes.

Do this: Ask: is speed constant? If yes, only centripetal a; if speeding up, add tangential a_t=rα.

Quick formulas

  • Constant a (1D): v=u+at; s=ut+½at²; v²=u²+2as; s=(u+v)t/2 — a constant on the interval
  • Projectile components: u_x=u cosθ; u_y=u sinθ; a_x=0; a_y=−g — Flat Earth, no drag, +y up
  • Time of flight (level): T=2u sinθ/g; H=u²sin²θ/(2g); R=u²sin2θ/g — Launch and land at same height
  • Trajectory: y=x tanθ − (g x²)/(2u² cos²θ) — Eliminate t from projectile equations
  • UCM links: v=ωr; a_c=v²/r=ω²r; T=2π/ω — Uniform circular motion
  • Relative velocity: v_{A/B}=v_A−v_B; |r_rel| min when v_rel ⊥ r_rel (often) — Approach, rain, river, collision course
  • River boat: v_{b/g}=v_{b/w}+v_w; drift and crossing time from components — Current along shore

Common question families

1D motion with piecewise acceleration

Looks like: Velocity–time or position with changing a

Fast model: Integrate piecewise; match v and x at junctions.

Projectile on level or incline

Looks like: Range, time of flight, max height, or landing on a slope

Fast model: Resolve g into axes tied to the ground or incline.

Relative velocity in 2D

Looks like: Rain–man, river–boat, or two-particle meeting

Fast model: Write vector relation v_rel = v_A − v_B before components.

Uniform circular / constrained path

Looks like: UCM speed, radial acceleration, or tangential change

Fast model: Separate tangential and radial; a_r = v²/ρ.

Sample preview · Projectile on level or incline

A projectile is fired with speed 20 m/s at 45° on level ground. Find the range. Take g=10 m/s².

Answer: 40 m

Maximum range on level ground is at 45°.

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03 · Core Mechanics scoring: FBD quality decides almost every multi-body and friction stem

Newton’s Laws & Friction

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PromiseDraw every force, choose inertial vs accelerating-frame strategy, and write ΣF=ma (or pseudo-force) before friction limits; the algebra then stays short.

Newton’s laws reward clean free-body diagrams. Friction is ≤μN statically until limiting, then μ_k N kinetic opposing slip. Uniformly accelerated frames introduce a pseudo-force −ma₀ on every mass; string/pulley constraints link accelerations. FBD template: isolate body → name every contact/tension/weight → choose axes along constraints → ΣF=ma → audit stick and N≥0.

01. ΣF = ma holds in inertial frames for the particle (or COM of a system). ‘Force’ means real contact and field forces—not ma itself.

02. In a frame accelerating at a₀ relative to inertial, every mass m feels a pseudo-force −m a₀ in addition to real forces; then ΣF_eff = 0 if the particle is at rest in that frame.

03. Static friction is whatever value (up to μ_s N) prevents slip; kinetic friction is μ_k N opposite relative sliding. Do not assume f=μN until limiting or sliding is established.

How Advanced asks this

  • Single or connected bodies with strings, pulleys, wedges
  • Friction: impending motion, angle of repose, minimum μ to prevent slip
  • Block in accelerating truck/lift; pendulum in accelerating frame
  • Two blocks stacked: friction between them and with ground
  • Pseudo-force on wedge–block systems; relative acceleration
  • Banking, circular turn with friction, or bead on accelerating wedge

Traps that leak marks

  • Writing f=μN for static non-limiting contact
  • Putting ma on the FBD as a real force in inertial frame
  • Wrong friction direction (must oppose relative slip tendency)
  • Using μ_s and μ_k interchangeably
  • Forgetting pseudo-force on every mass in the non-inertial frame
  • Ignoring that N can become zero (loss of contact)
  • Applying Newton III incorrectly to cancel forces on the same body
  • Writing f=μN for non-limiting static contact
  • Putting ma on the FBD as a real force
  • Wrong friction direction or swapping μₛ with μₖ

Must cover (this topic)

  • Newton’s laws; inertial & uniformly accelerated frames; friction; work, energy, power; momentum conservation

60–90s process

  1. 0–15s — List bodies; decide inertial FBD vs accelerating-frame pseudo-force; note friction regime (static ≤ / kinetic =).
  2. 15–35s — Draw FBD for each mass; write ΣF_x, ΣF_y and constraint a-relations.
  3. 35–75s — Solve for unknowns; if static friction, verify |f|≤μ_s N after assuming no slip.
  4. 75–90s — Check direction of friction against relative tendency, and lift/normal ≥0.

Methods that change the score

One FBD per body plus a friction threshold test removes most multi-block confusion.

Method 01 · One-body-one-FBD

Internal string/friction forces cancel in the system equation but are needed for individual a and f.

Do this: Never merge two masses into one FBD until you know they share acceleration and you only need external forces.

Method 02 · Assume stick, then verify

Avoids guessing kinetic friction when the contact may not slip.

Do this: For static friction, assume common acceleration, solve f, then check |f|≤μ_s N.

Method 03 · Pseudo-force for accelerating supports

Converts constraint kinematics into statics or simple 1D motion.

Do this: When wedge/truck acceleration is given, shift to that frame, add −ma₀, then treat equilibrium or incline gravity+pseudo.

Method 04 · Constraint before algebra

Under-determined force equations become closed with geometry of string/wedge.

Do this: Write a₂=±a₁ or pulley string-length relations before solving ΣF.

Quick formulas

  • Newton II: ΣF = ma (inertial); for system, ΣF_ext = M a_COM — Inertial analysis
  • Pseudo-force: F_pseudo = −m a₀ in frame accelerating at a₀ — Non-inertial uniformly accelerated frame
  • Friction limits: f_s ≤ μ_s N; f_k = μ_k N (oppose slip) — Dry contact friction
  • Angle of repose: tan α = μ_s for impending slide on incline — Fixed incline, gravity only
  • Incline (kinetic): a = g(sinθ − μ_k cosθ) down the plane if sliding down — Sliding on fixed rough incline
  • Lift apparent weight: N = m(g±a) for up/down acceleration — Vertical accelerating frame
  • Banking (no friction): tan θ = v²/(rg) — Ideal banked curve

Common question families

Free-body multi-body system

Looks like: Blocks, strings, pulleys, or connected masses

Fast model: Draw one FBD per body; same magnitude for shared T and a when linked.

Friction threshold and motion

Looks like: Static/kinetic friction, impending motion, or incline

Fast model: Compare required friction with μN before assuming sliding.

Non-inertial frame pseudo-force

Looks like: Accelerating wedge, lift, or rotating frame (constant a)

Fast model: Add −ma_frame on every mass in the accelerating frame.

Constraint and string–pulley acceleration

Looks like: Movable pulley, wedge–block, or length constraint

Fast model: Differentiate the length constraint twice for a relations.

Sample preview · Free-body multi-body system

Two masses 2 kg and 3 kg connected by a light string rest on a smooth table; a 5 N horizontal force pulls the 3 kg mass. Find the acceleration and tension.

Answer: a=1 m/s²; T=2 N

Shared string force links the FBDs.

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04 · Fast path for variable forces, springs and speed-from-height when momentum alone is incomplete

Work, Energy & Power

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PromiseChoose work–energy vs conservation of mechanical energy vs momentum in 15 seconds; one energy ledger then yields speed or work without integrating every force component by hand.

Work–energy theorem is always available: W_all = ΔK. When only conservative forces do work, E_mech is conserved. Momentum conservation is separate—use it for collisions/explosions, then energy for heights and springs. Power is dW/dt or F·v. Energy template: system → reference → list W_nc → ΔK+ΔU=W_nc → unit audit. If PE absorbs a force, that force must be conservative on the path used.

01. Work by a force is ∫F·dr; for constant F, W=F·Δr. Kinetic energy changes by the work of all forces on the particle (or of external + non-constrained forces carefully for systems).

02. Conservative force ⇔ path-independent work ⇔ potential energy exists with F=−∇U. Gravity near Earth and ideal springs are the syllabus workhorses.

03. Mechanical energy conservation requires that non-conservative work be zero (or accounted): W_nc = ΔE_mech.

How Advanced asks this

  • Speed after sliding on rough/smooth tracks, loops, springs
  • Work by friction, tension or variable force along a path
  • Power of an engine, average vs instantaneous power
  • Potential energy curves: turning points, equilibrium stability
  • Combined momentum (explosion/collision) then energy to find heights
  • Vertical circle / string–mass energy with tension as non-working or constraint

Traps that leak marks

  • Using ½mv²=mgh when friction or spring also acts
  • Double-counting conservative work and potential
  • Assuming mechanical energy conserved through kinetic friction
  • Using momentum conservation when external impulse is not zero
  • Taking power as F v with F not parallel to v without the dot product
  • Wrong spring reference (measuring x from compressed position as if natural)
  • Dumping friction into a PE without justification
  • Using ½kx² or mgh with the wrong reference zero mid-problem
  • Energy-unit mismatch (J vs eV vs kcal) in the last line

Must cover (this topic)

  • Newton’s laws; inertial & uniformly accelerated frames; friction; work, energy, power; momentum conservation

60–90s process

  1. 0–15s — Decide: W–E theorem (include friction), pure mechanical conservation, or momentum+energy hybrid.
  2. 15–35s — Pick reference for U; list W_nc; write ΔK + ΔU = W_nc (or K_i+U_i=K_f+U_f if W_nc=0).
  3. 35–75s — Solve for unknown speed, compression or height; use P=F·v if power asked.
  4. 75–90s — Check reference independence of ΔU, sign of friction work, and whether momentum was needed.

Methods that change the score

Separating conservative potentials from nonconservative work collapses variable-force problems.

Method 01 · Energy ledger line

Prevents double-counting gravity both as work and as ΔU.

Do this: Write one line: K_i+U_i+W_nc=K_f+U_f (or equivalent) with every term named.

Method 02 · Constraint forces often do no work

Shrinks the ledger to gravity, spring and friction only in many track problems.

Do this: If displacement is perpendicular to N or along a fixed smooth surface constraint, drop that work.

Method 03 · Momentum then energy

Energy alone cannot find two unknown speeds after an inelastic split.

Do this: For explosion/collision plus later height, conserve momentum first (if allowed), then apply energy on each piece or COM frame.

Method 04 · F–x area for variable force

Avoids wrong average-force guesses.

Do this: When F(x) is graphed or piecewise, work is signed area under F_x–x.

Quick formulas

  • Work–energy: W_all = ΔK = K_f − K_i — Particle; all forces’ work
  • With potential: W_nc = ΔE_mech = (K_f+U_f)−(K_i+U_i) — Split conservative / non-conservative
  • Gravity PE: U = mgh (near Earth, constant g) — Height difference only matters
  • Spring PE: U = ½kx² from natural length — Ideal spring
  • Power: P = dW/dt = F·v; P_avg = W/Δt — Rate of work
  • Variable force (1D): W = ∫_{x1}^{x2} F_x dx — F given as function of x
  • Momentum (particle system): Σp conserved if ΣF_ext=0 along that axis — Collisions, explosions, recoil before energy step

Common question families

Work–energy with variable force

Looks like: Spring, gravity, or F(x) along a path

Fast model: Use ΔK = W_all or ΔME = W_nonconservative.

Power and instantaneous rate

Looks like: P = F·v, average power, or engine–vehicle

Fast model: Use instantaneous P = F·v; average as ΔW/Δt.

Potential-energy landscape

Looks like: Stable points, escape, or turning points

Fast model: Set K=0 at turning points; use U(x) shape.

Conservative field test

Looks like: Path independence or find U from F

Fast model: Check curl F = 0 (2D/3D) or integrate F = −∇U.

Sample preview · Work–energy with variable force

A spring (k=200 N/m) is compressed 10 cm. Find the elastic energy stored.

Answer: 1.0 J

Spring energy uses the square of compression.

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05 · Reliable Advanced marks from COM motion, impulse and elastic/inelastic collision algebra

Centre of Mass & Collisions

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PromiseTrack COM under external force, then switch to impulse–momentum and restitution along the line of impact; most collision stems close without full trajectory integration.

Systems of particles: COM moves as if all mass sat there with ΣF_ext. Collisions are instantaneous impulses—external impulses from the floor may matter. Elastic means e=1 and kinetic energy conserved along the interaction; inelastic has e<1; perfectly inelastic sticks (common velocity). Collision template: free vs constrained → impact normal → momentum (± wall) → e along normal → energy only if e=1 or asked separately.

01. R_COM = Σm_i r_i / M; V_COM = Σm_i v_i / M; A_COM = ΣF_ext / M. Internal forces cancel in pairs for the COM theorem (ideal Newton III).

02. Impulse J=∫F dt = Δp. During a collision, finite forces are negligible compared with impulsive contact forces if the duration is tiny.

03. Coefficient of restitution e = −(relative speed after)/(relative speed before) along the common normal at contact (with sign convention).

How Advanced asks this

  • Locate COM of discrete masses, rods, plates or explosion fragments
  • COM motion under gravity / on smooth surface while internal motions occur
  • 1D/2D collisions with e given; find speeds or % KE loss
  • Bullet–block, ballistic, or perfectly inelastic catch
  • Impulse and average force from Δp and Δt
  • Collision with wall/floor with restitution; bounce heights

Traps that leak marks

  • Conserving mechanical energy through a perfectly inelastic collision
  • Using 1D elastic formulas for oblique impacts without components
  • Conserving momentum against a fixed wall (wall impulse is external)
  • Forgetting that friction impulse can change tangential momentum
  • Mixing lab-frame and COM-frame velocities
  • Taking e as a ratio of kinetic energies
  • Using vector e without projecting along the contact normal
  • Conserving KE for a clearly inelastic stem
  • Applying e to the wrong component (tangential vs normal)
  • Forgetting external impulse from a wall or hinge during contact

Must cover (this topic)

  • COM collisions; impulse

60–90s process

  1. 0–15s — Classify: COM location/motion, impulse Δp, or collision (elastic/inelastic/2D).
  2. 15–35s — Write momentum along impact line; write restitution for relative velocities; note external impulse.
  3. 35–75s — Solve for unknowns; compute KE loss if asked; track COM velocity separately.
  4. 75–90s — Check mass units, e∈[0,1], and that tangential momentum is untouched if frictionless impact.

Methods that change the score

COM tracking plus momentum and restitution replace case-by-case collision folklore.

Method 01 · COM as free particle

Decouples messy relative motion from the easy COM trajectory.

Do this: If ΣF_ext=0 horizontally, V_COM constant; solve internal motions relative to a steadily moving COM.

Method 02 · Impulse axis only

Walls and rough floors break momentum conservation in some components.

Do this: Conserve momentum only along directions with zero external impulse; apply e only along the contact normal.

Method 03 · COM-frame elastic flip

Replaces memorising both v₁,v₂ formulas under time pressure.

Do this: Transform to COM frame; for 1D elastic, reverse velocities; transform back.

Method 04 · e and momentum pair

Stops under-determined guessing from energy alone when e<1.

Do this: Always write two equations for two unknowns after 1D collision: Σp and e-definition.

Quick formulas

  • COM position: R_COM = Σm_i r_i / Σm_i — Discrete system
  • COM dynamics: M A_COM = ΣF_ext — System translation
  • Impulse: J = Δp = F_avg Δt — Collision duration or kick
  • Restitution: e = (v₂−v₁)_after / (u₁−u₂)_before along normal (speed form with care) — Impact line separation/approach
  • 1D elastic: v₁=(u₁(m₁−m₂)+2m₂u₂)/(m₁+m₂); v₂=(u₂(m₂−m₁)+2m₁u₁)/(m₁+m₂) — Head-on elastic
  • Equal mass elastic 1D: velocities exchanged — m₁=m₂, head-on, e=1
  • Perfectly inelastic: v = (m₁u₁+m₂u₂)/(m₁+m₂) — Bodies stick; e=0
  • KE in COM frame: K = K_COM + K_rel; inelastic loses K_rel — Energy bookkeeping in collisions

Common question families

Centre-of-mass kinematics

Looks like: System of particles, explosion, or variable mass pieces

Fast model: Track R_cm with M R_cm = Σ m_i r_i; F_ext = M a_cm.

1D elastic / inelastic collision

Looks like: Two masses collide; e given or perfectly elastic

Fast model: Use momentum + restitution (or energy if e=1).

Oblique collision and impulse

Looks like: Glancing blow, wall, or impulse J along normal

Fast model: Resolve into normal/tangential; impulse only along normal (smooth).

Variable-mass / rocket thrust

Looks like: Sand on conveyor, chain, or rocket equation idea

Fast model: Use thrust = u_rel (dm/dt) with careful mass-flow sign.

Sample preview · 1D elastic / inelastic collision

Masses 1 kg and 2 kg move at 6 m/s and 0 toward each other? They move along a line: 1 kg at 6 m/s hits 2 kg at rest, e=1. Find final speeds.

Answer: v₁=−2 m/s; v₂=4 m/s

Elastic 1D collisions need both p and e.

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06 · Highest-weight Mechanics subtopic in Advanced — MI, torque, angular momentum, rolling and rigid collisions; often multi-step

Rigid Body Rotation

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PromisePick translation+rotation about COM (or fixed-axis) in 15 seconds, write τ=Iα and energy/angular momentum as needed; rolling without slipping is one constraint v=ωr that closes the system — expect joins with collisions and friction audits.

Rotation densifies Advanced Mechanics more than any other Class-11 block. Moment of inertia, parallel/perpendicular axes, torque, angular momentum, rolling without slipping and collisions with rigid bodies are tested relentlessly—often in unfamiliar setups. Treat every rigid body as COM translation plus rotation about COM, unless a fixed axis is given. Pure rolling is a hypothesis you must verify with |f|≤μN. Rigid-body template: axis → I → FBD/torque → rolling constraint → energy or L if τ_ext allows. Never start from f=μN.

01. For a rigid body, K = ½ M V_COM² + ½ I_COM ω². About a fixed axis, K=½ I_axis ω² with I about that axis.

02. Parallel-axis: I_z = I_COM + Md² for axes parallel to a COM axis. Perpendicular-axis (planar lamina): I_z = I_x + I_y for z perpendicular to the plane.

03. Στ_ext = dL/dt. About a fixed axis or about COM, τ = Iα in the usual syllabus settings. Rolling without slipping: a = rα and v = ωr (signs by sense of rotation).

How Advanced asks this

  • Compute or compare MI using parallel/perpendicular axes and standard bodies
  • Torque, α, and linked pulley/disc angular acceleration
  • Rolling without slipping down incline: a, f, energy, time
  • Sudden impulse / collision on a rod or disc: ω and V_COM, then check slipping
  • Conservation of angular momentum about a point with zero external torque
  • Yo-yo, spool pulled by thread: direction of roll from torque and friction
  • Multi-concept: collision + rolling establishment or toppling vs sliding

Traps that leak marks

  • Using I_COM in τ=Iα about a fixed hinge without parallel-axis shift
  • Assuming pure rolling without verifying friction capacity
  • Taking friction work as −f·s when contact point is instantaneously at rest (pure rolling)
  • Conserving energy through rough kinetic slipping
  • Forgetting M(R×V) term in L about a point
  • Wrong sense linking a and α (sign error on rolling constraint)
  • Using perpendicular-axis theorem on 3D bodies that are not planar laminas
  • Using τ=Iα with I about the wrong point
  • Assuming f=μN in rolling without checking regime
  • Conserving L about a point with obvious external torque

Must cover (this topic)

  • Rolling without slipping + angular momentum conservation

60–90s process

  1. 0–15s — Fixed-axis vs free rigid body; rolling constraint? collision/impulse?
  2. 15–35s — Write ΣF = M a_COM, Στ_COM = I_COM α (or fixed-axis τ=Iα), plus v=ωr if pure rolling.
  3. 35–75s — Solve; use energy if friction does no work (static, no slip) or angular momentum if τ_ext impulse is zero about a point.
  4. 75–90s — Verify |f|≤μN for assumed pure rolling, and energy/L signs with rotation sense.

Methods that change the score

Advanced rotation is COM+spin, smart axes and a rolling audit — assume pure rolling, solve f, then verify |f|≤μN.

Method 01 · COM + spin split

One language covers rolling, toppling setup and free rigid collisions.

Do this: Always write translation of COM and rotation about COM as two coupled equations.

Method 02 · Torque point with zero impulse

Gives ω and V after impact without knowing friction impulse magnitude.

Do this: About the contact point during a quick collision on a rough surface, friction impulse may have no moment—use L conservation there if gravity impulse negligible.

Method 03 · Rolling friction audit

Same stick-then-verify discipline as linear friction—critical on Advanced rolling stems.

Do this: Assume pure rolling, solve f, verify |f|≤μN; if not, redo with kinetic friction and a≠rα.

Method 04 · Spool torque race

Predicts whether spool rolls toward or away from pull before full algebra.

Do this: For a pulled spool, take torque about contact point: pull line’s moment decides sense of roll tendency.

Quick formulas

  • Rotation dynamics: τ_net = I α (fixed axis / about COM) — Rigid body angular acceleration
  • Parallel axis: I = I_COM + Md² — Shift to parallel axis
  • Perpendicular axis: I_z = I_x + I_y (planar lamina) — Lamina in xy-plane
  • Rolling no slip: v = ω r; a = α r (consistent sense) — Pure rolling constraint
  • Rolling KE: K = ½Mv² + ½I_COM ω² = ½Mv²(1+k²/r²) if v=ωr, I=Mk² — Energy of pure rolling
  • Incline pure rolling: a = g sinθ / (1+I/(Mr²)) — Static friction, no slip down incline
  • Angular momentum: L_O = R_COM×M V_COM + I_COM ω (vector) — About point O
  • Standard MI (memory): rod COM ⊥: ML²/12; disc COM ⊥ plane: MR²/2; hoop COM: MR²; solid sphere: 2/5 MR² — Quick I values

Common question families

Moment of inertia and axis theorems

Looks like: I about a new axis, lamina, or composite body

Fast model: Build I from known pieces; then parallel/perpendicular axis.

Torque–angular acceleration

Looks like: Pure rotation about fixed axis

Fast model: Στ = Iα about the rotation axis.

Rolling without slipping

Looks like: Sphere/cylinder/hoop on rough surface

Fast model: Use a = Rα and static friction ≤ μN; energy if no slip throughout.

Angular momentum conservation

Looks like: Collision with rod, person on disc, or impulsive torque-free

Fast model: Conserve L about a fixed/CM axis when external impulse torque is zero.

Sample preview · Moment of inertia and axis theorems

Find I of a thin ring of mass M and radius R about a tangent in its plane.

Answer: (3/2)MR²

Shift I with parallel axis after choosing the right central value.

More samples on full topic page →

Open full Rotation notes (samples · trends · joins) →

07 · Clean marks from ω identification, energy share, phase and light damping/resonance ideas

SHM & Oscillations

Full topic page →

PromiseReduce the motion to ẍ + ω²x = 0 (or θ̈ + ω²θ = 0) in 15–35 seconds; everything else—T, v_max, energy, phase—follows from that ω.

Linear SHM means acceleration ∝ −displacement from equilibrium. Hooke’s law F=−kx is the spring prototype. Angular SHM uses the same math with θ. Forced and damped 1D oscillations add damping and a driving frequency; resonance is maximum response near the natural frequency (exact peak depends on what is plotted). SHM template: find equilibrium → displace → linearise F or τ → read ω → match IC for A,φ. If linearisation fails, it is not exam SHM.

01. Standard form: x = A sin(ωt+φ) or A cos(ωt+φ). ω=√(k_eff/m) for mass–spring equivalents; T=2π/ω.

02. Energy: E=½kA²=½mω²A²; K and U exchange; at x, v=ω√(A²−x²).

03. Angular SHM: small-angle pendulum θ̈+(g/L)θ=0 ⇒ ω=√(g/L). Physical pendulum: ω=√(mgd/I).

How Advanced asks this

  • Find T or ω from F=−k_eff x after shifting to equilibrium
  • Spring combinations, elevators, or vertical spring mean position
  • Energy, amplitude, phase difference between x and v
  • Simple/physical pendulum; liquid U-tube; floating body SHM
  • Two-SHM superposition qualitative (same line)
  • Damped/forced: qualitative amplitude decay, resonance peak statements

Traps that leak marks

  • Measuring spring PE from unstretched length while using SHM x from equilibrium without adjusting
  • Using pendulum formula for large amplitudes without caveat
  • Putting g into mass–spring period
  • Saying force is always toward mean but using wrong mean
  • Assuming energy conserved in clearly damped motion
  • Claiming resonance exactly at ω₀ for every plotted response without reading the stem
  • Adding periods instead of combining k_eff correctly
  • Using T=2π√(l/g) for a physical pendulum without k_eff
  • Calling motion SHM when restoring is not linear
  • Mixing amplitude with instantaneous displacement in energy

Must cover (this topic)

  • Forced/damped oscillation & resonance

60–90s process

  1. 0–15s — Identify equilibrium; write net restoring force/torque for small displacement.
  2. 15–35s — Cast as m ẍ = −k_eff x or I θ̈ = −κ θ; read ω=√(k_eff/m).
  3. 35–75s — Apply A, φ from IC; use energy or v=ω√(A²−x²) as needed.
  4. 75–90s — Check small-angle validity, mean position vs amplitude, and damping/drive regime if present.

Methods that change the score

Casting the equation as ẍ+ω²x=0 yields T, A and energy without solving a full DE.

Method 01 · Equilibrium shift first

Constant forces only shift the mean; ω still √(k/m).

Do this: For vertical springs or extra constant forces, find new equilibrium, then displace from there.

Method 02 · k_eff assembly

Converts cluttered spring diagrams into a single SHM constant.

Do this: Series/parallel springs → one k_eff; then ω=√(k_eff/m).

Method 03 · Force-law linearisation

Shows when motion is approximately SHM and gives ω without memorising every formula.

Do this: For pendulum, floating body, U-tube: expand restoring force to first order in displacement.

Method 04 · Phase portrait check

Kills wrong multi-correct statements about simultaneous maxima.

Do this: Remember x and v are π/2 out of phase; a and x are π out of phase.

Quick formulas

  • SHM definition: a = −ω² x; T=2π/ω; f=ω/(2π) — Linear SHM about equilibrium
  • Mass–spring: ω=√(k/m); T=2π√(m/k) — Horizontal or vertical ideal spring (about eq.)
  • Velocity in SHM: v = ω √(A² − x²); v_max = ωA — Given position in oscillation
  • Energy: E = ½ k A² = ½ m ω² A²; U=½ k x² (from mean) — Mechanical energy in ideal SHM
  • Simple pendulum: T=2π√(L/g) (small θ) — Point mass, light string
  • Angular SHM: θ = θ₀ sin(ωt+φ); ω=√(κ/I) — Restoring torque −κθ
  • Forced (qualitative): steady amplitude large when ω_drive ≈ ω_natural (light damping) — Resonance discussion

Common question families

Standard SHM identification

Looks like: x = A sin(ωt+φ) from force or energy

Fast model: Reduce to ẍ + ω²x = 0; read ω.

Energy in SHM

Looks like: K/U exchange, amplitude from E, or mean values

Fast model: E = ½kA² = ½mω²A²; K+U=E at every point.

Physical / torsional / angular SHM

Looks like: Pendulum, rod, or torsional constant κ

Fast model: Small-angle: τ = −κθ ⇒ ω=√(κ/I).

Damped / forced / resonance sketch

Looks like: Qualitative amplitude–frequency or decay

Fast model: Name under/critical/overdamped; resonance near ω₀ for light damping.

Sample preview · Standard SHM identification

A mass 0.25 kg on a spring k=100 N/m oscillates. Find the period.

Answer: π/10 s

ω=√(k/m) identifies the SHM clock.

More samples on full topic page →

Open full SHM notes (samples · trends · joins) →

08 · Field/potential, satellites, escape and Kepler numericals with high accuracy demand

Gravitation

Full topic page →

PromiseWork with U and V (potential) rather than force magnitude alone; energy and Kepler’s law then decide orbital and escape stems in one ledger.

Gravitation on Advanced is inverse-square field and potential for point masses/spheres, variation of g, Kepler’s laws, satellite circular orbits, geostationary conditions and escape velocity. Prefer potential energy (−GMm/r) and mechanical energy of orbits over memorising disconnected speed formulas. Gravity template: superposition → V and g with stated zero → energy for orbits/escape. Shell/cavity = add and subtract known fields.

01. g⃗ = −GM r̂ /r² outside a spherical mass (or at surface with R). Inside a uniform sphere, g∝r. Potential V=−GM/r (V∞=0); U=mV.

02. Escape from surface: ½mv_e² − GMm/R = 0 ⇒ v_e=√(2GM/R)=√(2gR) if g=GM/R².

03. Circular orbit: centripetal = gravity ⇒ v=√(GM/r); T²=(4π²/GM)r³ (Kepler III for Sun-centred or Earth satellites with M≫m).

How Advanced asks this

  • g and V due to shells, spheres, or point-mass assemblies
  • Escape velocity from planet/surface or from a point above surface
  • Satellite period, altitude, energy or speed; compare orbits
  • Kepler law ratios for planets or binary (reduced mass awareness when needed)
  • Geostationary height/conditions; weightlessness in orbit
  • Potential energy graphs; work to move mass in gravitational field

Traps that leak marks

  • Using g=GM/r² inside a uniform sphere
  • Taking geostationary as any satellite with T=24 h regardless of inclination/orbit shape
  • Thinking gravity is zero in orbit because astronauts float
  • Using v_e=√(2gR) with g and R from different planets mixed
  • Forgetting factor 1/2 in circular-orbit total energy
  • Adding potentials as vectors
  • Applying Kepler T²∝a³ with wrong central mass in a binary without reduced mass when required
  • Using surface escape speed from an orbit without adjusting U
  • Setting K=|U| for circular orbits (actually K=|U|/2)
  • Applying exterior GM/r² inside a thick spherical shell casually

Must cover (this topic)

  • Gravitation: satellites, escape, Kepler

60–90s process

  1. 0–15s — Field/potential superposition vs satellite energy vs escape vs Kepler ratio.
  2. 15–35s — Write V or U with V∞=0; for orbits write E=K+U and centripetal balance.
  3. 35–75s — Solve for r,v,T or ΔE; use T²∝r³ ratios when possible.
  4. 75–90s — Check inside/outside sphere formula choice, and geostationary constraints if claimed.

Methods that change the score

Region-wise field/potential and circular-orbit energy relations organise almost every gravity stem.

Method 01 · Potential superposition

Potential is easier than vector g for assemblies and energy questions.

Do this: Add scalar V from each spherical/point piece; then g=−∇V or use symmetry for g.

Method 02 · Energy to infinity

One criterion covers surface escape, escape from orbit, and ‘minimum energy to remove’.

Do this: Escape and binding questions: require E≥0 at infinity relative to V∞=0.

Method 03 · Kepler ratio cancel GM

Avoids inserting G and M when only ratios are asked.

Do this: For two orbits about same centre, (T₁/T₂)²=(a₁/a₂)³.

Method 04 · Shell theorem gate

Prevents using GM/r² inside cavities or thick shells wrongly.

Do this: Outside: as point mass at centre; inside a thin shell: g=0, V=constant=−GM/R.

Quick formulas

  • Field (point/sphere outside): g = GM/r² toward centre — r≥R spherical mass
  • Potential: V = −GM/r (V_∞=0); U = −GMm/r — Point mass / outside sphere
  • Escape speed: v_e = √(2GM/r) from distance r — Reach infinity with E≥0
  • Circular orbit: v_c = √(GM/r); T = 2π√(r³/GM) — Satellite, M≫m
  • Orbit energy: E = −GMm/(2r) circular; E=−GMm/(2a) ellipse — Total mechanical energy
  • Kepler III: T² ∝ a³ / M_central (fixed central mass) — Period–orbit size ratios
  • g variation: g′ ≈ g(1−2h/R) for h≪R above surface; inside uniform: g(r)=GMr/R³ — Near-Earth or interior
  • Geostationary r: T=2π√(r³/GM_E)=1 sidereal day — Geo orbit radius

Common question families

Field and potential of spherical mass

Looks like: Point outside/inside uniform sphere or shell

Fast model: Outside: like point mass; inside shell E=0; inside solid E∝r.

Orbital mechanics / Kepler

Looks like: Circular orbit, period, energy, or escape

Fast model: Use GMm/r² = mv²/r and E=−GMm/(2r) for circular.

Satellite transfer and energy change

Looks like: Raise orbit, geostationary, or binding energy

Fast model: ΔE from E=−GMm/(2a) between orbits.

Gravitational self-energy / binding

Looks like: Uniform sphere self-energy or dismantling work

Fast model: U_self = −(3/5)GM²/R for uniform sphere (standard result).

Sample preview · Orbital mechanics / Kepler

Find orbital speed for a circular orbit of radius 2R about Earth. Take g at surface and R known: express in √(gR).

Answer: √(gR/2)

Replace GM using surface g.

More samples on full topic page →

Open full Gravitation notes (samples · trends · joins) →

Read first

How to use these notes for 100%

Point 01

Depth upgrade: Mechanics is an FBD-first language. Energy and rotation templates only work after the interaction story is drawn correctly.

Point 02

Rolling and angular momentum stems punish missing friction direction or wrong I about the instantaneous axis — name the axis before writing τ=Iα.

Speed system

60–90 second answer protocol

Use this on every stem — SC, MC, NUM, MATCH.

  1. 0

    0–15s — Name the family: Units-Error / Kinematics / Newton-Friction / Energy / COM-Collision / Rotation / SHM / Gravitation. Circle what is asked (a, T, v, ω, e, E, …) and any constraint (string, no-slip, level ground).

  2. 15

    15–35s — Draw FBDs or axes; write governing laws only — no story. State assumptions (smooth?, e=?, pure rolling?, small angle?).

  3. 35

    35–75s — Solve the linear system or energy/momentum equations. For MC: compute once, then check each option as T/F against that model.

  4. 75

    75–90s — Sanity: units, limiting cases (μ→0, e→1, θ→0), friction ≤ μN if rolling claimed. Bubble and leave — do not re-derive.

Transferable knowledge

Universal methods (all problem types)

Automate these — they apply across years and formats for this portion.

Method 01

One FBD per body

Applies toNewton, friction, pulleys, wedges

The move

Isolate every mass; same T on a light string; write ΣF=ma on chosen axes; add constraint a-links.

Why it saves time

Stops double-counting forces and invented single-body shortcuts.

Method 02

Friction threshold first

Applies toStatic/kinetic, impending motion, rolling check

The move

Compute f_needed for the proposed motion; compare with μ_s N before writing sliding equations.

Why it saves time

Avoids using μ_k when the block never slips.

Method 03

Energy gate before forces

Applies toVariable force, springs, loops, heights

The move

If only speeds/heights matter, use ΔME = W_nc; reserve Newton for when a or T is asked mid-path.

Why it saves time

Cuts multi-step force integrations on Advanced energy stems.

Method 04

Smart axis + a=Rα

Applies toRigid body, rolling, impulse on rods

The move

Pick fixed or CM axis; write I; impose rolling constraint or conserve L when external impulse torque is zero.

Why it saves time

One correct axis replaces messy point-by-point kinetics.

Method 05

Reduce to ẍ+ω²x=0

Applies toSHM, pendulums, torsional systems

The move

Write restoring F or τ; cast as ẍ=−ω²x; read T=2π/ω and energy ½mω²A².

Why it saves time

Avoids solving full DEs when only T, A, or v_max is asked.

Method 06

Independent T/F on relations

Applies toMulti-correct Mechanics + MATCH

The move

Each statement is a separate check against your FBD/energy/orbit equation — never force consistency with another option.

Why it saves time

Protects partial marks; matching stays clean.

Instant recall

Mental bank

Keep these cold — no derivation during the 60–90s window.

  • Projectile (level): R=u²sin2θ/g; T=2u sinθ/g; H=u²sin²θ/(2g)
  • Friction: f_s ≤ μ_s N; kinetic f_k=μ_k N opposite relative velocity
  • W–K: ΔK = W_all; mechanical: Δ(K+U)=W_nc
  • 1D collision: p conserve + e=(v₂−v₁)/(u₁−u₂)
  • Rolling no slip: a=Rα; K=½mv²+½Iω²; a=g sinθ/(1+I/mR²) on incline
  • SHM: ω=√(k/m); E=½kA²; v=ω√(A²−x²)
  • Orbit: v=√(GM/r); E=−GMm/(2r); v_esc=√(2GM/r)
  • Error: for f=xᵃyᵇ, δf/f = |a|δx/x + |b|δy/y
  • FBD + axes before equations
  • Energy bookkeeping: W_nc = ΔE_mech
  • Rolling: a = Rα only with the right contact story
Inside Mechanics

Sub-portion playbooks

Each family has a trigger, template, and drill.

01 · Base + every-year kinematics

Units · Errors · Kinematics · Projectiles

45s triggerSee dimensions/% error/vernier or a–t/projectile → dimension table or axes first.

Template (write on rough)

  1. Units: write [ ] for each symbol; equate powers.
  2. Errors: logarithmic differential of the working formula.
  3. Kinematics: piecewise integrate; match v,x at junctions.
  4. Projectile: choose ground or incline axes; apply landing condition.

Must automate

  • Relative-error powers
  • Vernier/screw least count
  • R, T, H and incline-range forms

Traps

  • Reporting more digits than limiting significant figures
  • Mixing horizontal and incline-axis formulas

Drill

Daily: 1 error NUM + 1 projectile/relative-velocity stem

02 · High every-year

Newton · Friction · Work–Energy · Power

45s triggerSee blocks/pulleys/μ or spring/loop → FBD set or energy gate.

Template (write on rough)

  1. Draw one FBD per body; mark constraints.
  2. Friction: f_need vs μN before choosing static/kinetic.
  3. If only speed/height: energy; if T or a mid-path: Newton.
  4. Power: P=F·v instantaneous; average ΔW/Δt.

Must automate

  • Connected-body a and T in ≤40s
  • Pseudo-force in uniformly accelerating frames
  • Loop critical speeds and spring–friction stops

Traps

  • Using kinetic friction before checking impending motion
  • Forgetting nonconservative work in energy statements

Drill

Daily: 1 multi-body Newton + 1 energy NUM

03 · Highest Mechanics yield

COM · Collisions · Rigid Body

45s triggerSee collision/e or rolling/rod impulse → momentum+e or axis+I.

Template (write on rough)

  1. COM: track R_cm and P_cm = M V_cm; only F_ext changes P_cm.
  2. Collision: n–t axes; p along normal + e; tangential if smooth.
  3. Rotation: choose axis; I; Στ=Iα or L conserve.
  4. Rolling: a=Rα then verify f≤μN.

Must automate

  • Elastic 1D final speeds
  • Parallel/perpendicular axis shifts
  • Pure-rolling acceleration on incline
  • Impulse on rod → ω and slipping check

Traps

  • Conserving energy in clearly inelastic sticks
  • Wrong I about the chosen axis
  • Claiming pure rolling without friction check

Drill

Daily: 1 collision + 1 rolling/angular-momentum stem

04 · High — recurring numerical

SHM · Oscillations · Gravitation

45s triggerSee spring/pendulum or satellite/escape → ω from restoring law or GM/r.

Template (write on rough)

  1. SHM: write restoring law → ω → T, A, energy.
  2. Angular/torsional: τ=−κθ → ω=√(κ/I).
  3. Gravity: classify r≷R for sphere/shell; write E,V.
  4. Orbits: force balance or E=−GMm/(2a); compare escape.

Must automate

  • Vertical spring period with mg shift
  • Energy at intermediate SHM position
  • Circular orbit v, T, E and transfer ΔE

Traps

  • Using sinθ≈θ outside small-angle stems
  • Applying outside-sphere formulas inside a shell

Drill

Alt days: SHM NUM / orbit energy NUM

Habit

Common practice system

Same system every week — builds transferable speed.

Daily

  • 25 min: 4 Mechanics NUM/SC from different families — each must show family name by 15s.
  • After each: write which universal method you used (FBD / threshold / energy / axis / SHM).
  • Redo any stem where model choice happened after 35s.

Weekly

  • 1 mixed Mechanics multi-correct with independent T/F.
  • 1 rotation + collision paired set timed (8 questions).
  • Error log: wrong axis, μ misuse, e forgotten — write anti-trap lines.

Before every mock

  • Flash mental bank (projectile, rolling a, SHM, orbit E) — 7 minutes.
  • In paper: clear easy Mechanics NUM early to bank marks under time.
Full marks gate

100% checklist for Mechanics

Tick these only when true on timed practice — not when “you know the chapter”.
  • I name the Mechanics family in ≤15s on past papers.
  • Every multi-body stem has one FBD per body.
  • Friction always starts with f_need vs μN.
  • Energy stems state conservative vs nonconservative clearly.
  • Rotation always shows axis and I before τ or L.
  • Rolling claims include a=Rα and friction check.
  • SHM always reduces to ω before T or energy.
  • Zero guessed MC ticks — each option checked against the model.
  • Every force stem has an FBD before algebra.
  • Collision e and COM are both written when needed.
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