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CBSE Class 11 Physics — All 69 Formulas on One Page

Complete formula sheet for CBSE Class 11 Physics. Covers mechanics, thermodynamics, waves, and properties of matter. SI units throughout.

Units & Measurement

Dimensional Analysis
[M^a L^b T^c I^d K^e]M = mass, L = length, T = time, I = current, K = temperature, N = amount of substance
Standard Units
Length (m), Mass (kg), Time (s), Current (A), Temperature (K)SI base units. Derived units combine these: velocity (m/s), force (N=kg⋅m/s²)
Uncertainty & Errors
Δx/x = ±(Δa/a + Δb/b) for products/quotientsPercentage error = (Δx/x)×100%. Random errors reduce with multiple measurements.

Kinematics

Position & Displacement
s = x₂ - x₁ (vector), distance = |s| (scalar)Displacement can be negative (change in position)
Velocity & Acceleration
v = ds/dt, a = dv/dt = d²s/dt²Average: v_avg = Δs/Δt, a_avg = Δv/Δt
Equation of Motion 1
v = u + atLinear motion, constant acceleration
Equation of Motion 2
s = ut + ½at²Displacement formula
Equation of Motion 3
v² = u² + 2asConnects velocity, acceleration, displacement
Projectile Motion
x = v₀ₓt, y = v₀ᵧt - ½gt², tan θ = v₀ᵧ/v₀ₓx-axis: uniform, y-axis: uniformly accelerated (g = 10 m/s²)
Range & Max Height
R = v₀² sin 2θ / g, H = v₀² sin² θ / (2g)R maximum at θ = 45°. H for vertical component only.

Laws of Motion

Newton's First Law
F_net = 0 → a = 0 (equilibrium)Object at rest/uniform motion stays so unless net force acts
Newton's Second Law
F_net = ma → a = F_net/mF in newtons (N), m in kg, a in m/s²
Newton's Third Law
F_AB = -F_BAAction-reaction forces are equal, opposite, on different objects
Friction
f_s ≤ μ_s N, f_k = μ_k Nμ_s = static friction coefficient, μ_k = kinetic, N = normal force
Weight & Normal Force
W = mg, N = mg cos θ (on incline)Weight always downward, normal force perpendicular to surface
Tension in String
T = ma + mg (for acceleration upward)Free body diagram essential. For pulley systems, use F_net on each mass.

Work, Energy & Power

Work Done
W = F⃗ · s⃗ = Fs cos θW in joules (J). Positive: force in direction of motion, Negative: against motion
Kinetic Energy
Ek = ½mv²Energy due to motion. KE always ≥ 0
Potential Energy (Gravity)
Ep = mghRelative to reference level. Change in PE = mg(h₂ - h₁)
Work-Energy Theorem
W_net = ΔEk = ½m(v₂² - v₁²)Net work equals change in kinetic energy
Conservation of Energy
E_total = Ek + Ep = constant (no friction)Mechanical energy conserved in isolated systems
Power
P = W/t = Fv cos θP in watts (W). Average vs instantaneous power
Elastic Potential Energy
Ep = ½kx²k = spring constant (N/m), x = extension (m)

Rotational Motion

Angular Displacement
θ = s/r (in radians)s = arc length, r = radius. 1 radian = 57.3°, 2π rad = 360°
Angular Velocity
ω = dθ/dt, v = rωω in rad/s. Linear velocity v at circumference
Angular Acceleration
α = dω/dt, a_t = rαα in rad/s². a_t = tangential acceleration
Centripetal Acceleration
a_c = v²/r = ω²rDirected toward center. Always perpendicular to velocity
Moment of Inertia
I = Σmᵢrᵢ² = ∫r²dmRotational mass. Depends on axis of rotation
Torque
τ = r⃗ × F⃗ = rF sin θτ in N⋅m. Perpendicular distance × force
Rotational Equation of Motion
τ_net = IαTorque analogous to force, I to mass, α to acceleration
Rotational Kinetic Energy
Ek,rot = ½Iω²Analogous to ½mv² for translation
Angular Momentum
L = Iω, τ_net = dL/dtConservation: L = constant if τ_net = 0

Gravitation

Newton's Law of Gravitation
F = GMm/r²G = 6.67×10⁻¹¹ N⋅m²/kg². F attractive, always
Gravitational Field
g = F/m = GM/r²g at Earth's surface ≈ 9.8 m/s² or 10 m/s²
Gravitational Potential
V = -GM/rV in J/kg. Potential energy Ep = mV = -GMm/r
Escape Velocity
v_esc = √(2GM/R) = √(2gR)R = planet radius. For Earth ≈ 11.2 km/s
Orbital Velocity
v_orb = √(GM/r) = √(gR²/r)For circular orbit, v_esc = √2 × v_orb
Kepler's Third Law
T² ∝ r³ or T² = (4π²/GM)r³T = orbital period. Constant for all planets orbiting same star

Thermodynamics & Kinetic Theory

Internal Energy
U = nCvT (ideal gas)Cv = molar heat capacity at constant volume. U depends only on T
First Law of Thermodynamics
ΔU = Q - WQ = heat added, W = work done by gas. ΔU = change in internal energy
Work Done by Gas
W = PΔV (constant pressure), W = nRT ln(Vf/Vi) (isothermal)W positive if gas expands, negative if compressed
Heat Capacity
Q = nCvΔT (const V), Q = nCpΔT (const P)Cp = Cv + R. For monatomic Cv = (3/2)R, diatomic Cv = (5/2)R
Ideal Gas Law
PV = nRT = NkTR = 8.314 J/(mol⋅K), k = 1.38×10⁻²³ J/K (Boltzmann), N = number of particles
Mean Kinetic Energy
⟨Ek⟩ = (3/2)kT (monatomic)Average KE of gas molecules. Temperature measure of molecular motion
RMS Velocity
v_rms = √(3kT/m) = √(3RT/M)m = molecular mass, M = molar mass (kg/mol)
Entropy Change
ΔS = Q/T (reversible), ΔS = nR ln(Vf/Vi) (isothermal)S = disorder measure. Second law: ΔS_universe ≥ 0

Oscillations & SHM

Simple Harmonic Motion
x = A sin(ωt + φ)A = amplitude, ω = angular frequency, φ = phase. Acceleration a = -ω²x
Period & Frequency
T = 2π/ω, f = ω/(2π) = 1/TT in seconds, f in hertz (Hz)
Velocity in SHM
v = ±ω√(A² - x²), v_max = ωAVelocity maximum at equilibrium, zero at amplitude
Energy in SHM
E = ½kA² = ½mω²A²Total energy constant. E = Ek + Ep at any instant
Simple Pendulum
T = 2π√(L/g)L = length, g = 9.8 m/s². Independent of mass
Spring-Mass System
T = 2π√(m/k), ω = √(k/m)k = spring constant. Period independent of amplitude
Damped Oscillations
x = A₀ e^(-t/τ) sin(ωt + φ)Amplitude decreases exponentially. τ = damping time constant

Waves

Wave Equation
y = A sin(kx - ωt + φ)k = 2π/λ (wave number), ω = 2πf (angular frequency)
Wave Velocity
v = λf = ω/kλ = wavelength, f = frequency. v = λ × f always
Intensity of Wave
I = (1/2)ρvω²A²I = power per unit area. I ∝ A² (intensity proportional to amplitude squared)
Doppler Effect
f' = f(v + v_obs)/(v - v_source)v = wave velocity. +v when source/observer move closer, -v moving apart
Interference Condition
Constructive: Δx = nλ, Destructive: Δx = (n + ½)λΔx = path difference, n = 0, 1, 2, ... Two coherent sources required
Young's Double Slit
λ = ax/Da = slit separation, x = fringe width, D = distance to screen
Diffraction Minima
b sin θ = nλ (single slit)b = slit width, θ = diffraction angle, n = 1, 2, 3, ...

Properties of Matter

Density & Relative Density
ρ = m/V, R.D. = ρ_substance / ρ_waterρ in kg/m³. R.D. dimensionless
Stress
Stress = F/AF = force, A = cross-sectional area. Tensile, compressive, shear stress
Strain
Strain = ΔL/L (linear), Strain = ΔV/V (volumetric)Dimensionless. Change relative to original length/volume
Young's Modulus
Y = (F/A)/(ΔL/L) = (stress)/(strain)Y in Pa (N/m²). Elasticity measure for tension/compression
Bulk Modulus
B = -V(ΔP/ΔV)Resistance to volume change. B in Pa
Shear Modulus
η = (F/A)/(Δx/L) = (shear stress)/(shear strain)η in Pa. Resistance to shape change
Surface Tension
T = F/LF = force, L = length. T in N/m (dyn/cm). Creates surface energy
Viscosity
F = ηA(dv/dz)η = coefficient of viscosity (Pa⋅s). Resistance to flow
Stokes' Law
F = 6πηrvDrag on sphere, radius r, velocity v in viscous medium