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⚡ Chapter 11 · Quick Revision

Complete SHM in 15 Minutes

One-page summary + flashcards + formula dump + memory tricks. Use this the night before your exam. Everything that matters, nothing that doesn't.

🧠 Flashcard Revision Mode

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📋 Formula Dump (All-in-One)

DISPLACEMENT & KINEMATICS
x(t) = A cos(ωt + φ)
v(t) = −Aω sin(ωt + φ)
a(t) = −Aω² cos(ωt + φ)
v = ω√(A²−x²)
v_max = Aω
a_max = Aω²
TIME PERIOD & FREQUENCY
T = 2π/ω
f = 1/T = ω/2π
ω = 2πf = 2π/T
T(spring) = 2π√(m/k)
T(pendulum) = 2π√(L/g)
ω(spring) = √(k/m)
ω(pendulum) = √(g/L)
ENERGY IN SHM
E = ½mω²A² = ½kA²
KE = ½mω²(A²−x²)
PE = ½mω²x² = ½kx²
KE = PE at x = ±A/√2
E ∝ A² ∝ ω²
SPRING COMBINATIONS
Series: 1/k_s=1/k₁+1/k₂
Parallel: k_p=k₁+k₂
Cut to n parts: k_new=nk
T_new(cut to n)=T₀/√n
PHASE DIFFERENCES
v leads x by: π/2
a leads v by: π/2
a vs x: π (opposite)
KE vs PE (time): π/2
KE,PE period = T/2
ADVANCED FORMULAS
T(phys pend)=2π√(I/mgd)
g_eff(elev up)=g+a
g_eff(horiz)=√(g²+a²)
A_R=√(A₁²+A₂²+2A₁A₂cosδ)
ω²=d²U/dx²|_eq / m

📘 One-Page Concept Summary

What is SHM?

Motion where restoring force ∝ displacement and is directed toward equilibrium. F = −kx.

Key equation: d²x/dt² + ω²x = 0 → general solution: x = A cos(ωt + φ)

3 Standard Systems

  • Horizontal spring-mass: T = 2π√(m/k)
  • Vertical spring-mass: Same T! (gravity shifts equilibrium only)
  • Simple pendulum: T = 2π√(L/g) — small angle only

Energy Distribution

  • At equilibrium (x=0): KE = max = E, PE = 0
  • At extreme (x=±A): PE = max = E, KE = 0
  • At x=±A/√2: KE = PE = E/2
  • Total E = ½kA² = constant

Phase Relationships

x → v leads by π/2 → v → a leads by π/2 → a
Result: a is exactly π out of phase with x

5 Key Graphs

  • x-t: Cosine/Sine wave
  • v-t: Sine wave, 90° ahead of x-t
  • a-t: Cosine wave, inverted (π behind x)
  • a-x: Straight line, slope = −ω²
  • v-x: Ellipse with semi-axes A and Aω
  • KE-t, PE-t: Period = T/2 of SHM

SHM Identification Test

Does d²x/dt² = −(constant)×x? If yes → SHM. Angular frequency ω = √(that constant).

🧠 Memory Tricks & Mnemonics

🔢 The π/2 Staircase

Remember phase differences as a staircase:

x (step 0)
↓ +π/2 phase
v (step 1)
↓ +π/2 phase
a (step 2) = x + π

Each derivative adds π/2 phase. After two derivatives (x → a), you've added π.

🎵 "VAX" Rule for Extremes

At Velocity = 0 → you're at extreme (x = ±A).
At Acceleration = 0 → you're at equilibrium (x = 0).

Mnemonic: "VAX"

V = 0 → At eXtreme (A)
A = 0 → At eQuilibrium (0)

⚡ "SOFT" for Spring Constant

When a spring is made Shorter, k gets Only Faster (larger k, smaller T).

Longer spring → softer → larger T → slower oscillation.

Shorter spring → Larger k
Longer spring → Smaller k
k × length = constant (kL = const)

🌙 "Moon Makes Pendulum Mourn"

On Moon (smaller g) → T = 2π√(L/g) increases → pendulum swings slower → "mourning, slow pace".

Quick Rule

Smaller g → Larger T → Slower pendulum
T_Moon/T_Earth = √(g_E/g_M) = √6 ≈ 2.45

⚡ "Equals at Root Two"

KE = PE when x = A/√2 ≈ 0.707A

KE = PE at x = A/√2
Each = ½ × Total Energy
Remember: "root two divides equally"

🔄 "SEQA": Sequence of SHM States

Starting from equilibrium (+ve direction): Start → Extreme+ → Qequilibrium → Extreme− → Again start

x=0,v=max → x=+A,v=0 →
x=0,v=−max → x=−A,v=0 →
x=0,v=max (repeat)

⚡ Rapid Fire Facts (Read Aloud Before Exam)

FACT 01

T does NOT depend on amplitude for ideal SHM

FACT 02

T does NOT depend on mass for pendulum

FACT 03

Vertical spring-mass: T = 2π√(m/k), NOT affected by g

FACT 04

Spring cut to n equal parts: each part has k_new = nk

FACT 05

ω = 2πf (NOT ω = f. The most common unit error.)

FACT 06

Phase of acceleration vs displacement = π (opposite)

FACT 07

Energy ∝ A². Double amplitude → 4× energy.

FACT 08

KE and PE oscillate at 2f (twice SHM frequency)

TRAP 01

Mass added at extreme: amplitude stays same, T changes

TRAP 02

Constant force on SHM: equilibrium shifts, T unchanged

TRAP 03

Energy graph T = half of displacement graph T

TRAP 04

Free fall pendulum: g_eff = 0, T = ∞, no oscillation

📊 Your Preparation Progress

Core Concepts
Formulas & Dimensional Analysis
Graphs & Phase
Problem Types
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