JEE Main chapters · Class 11 · Physics
Properties of Solids and Liquids: JEE Main Physics formulas and notes
This chapter combines the mechanical properties of solids and fluids with the thermal properties of matter. It is a large chapter, but most of the questions are single formulas: JEE Mains usually asks 3 to 4 questions from it, mostly from surface tension, Bernoulli, viscosity, calorimetry, conduction and radiation. Plan for about 12 hours, and aim for 90 seconds per question.
Practise this chapter free in Rank mode
Open Physica, choose Rank mode, JEE Mains, then Physics and this chapter for the guide, formulas, most-asked questions, past-year questions and a mock test.
Quick revision
- Y = (FL)/(AΔL), B = −(VΔP)/(ΔV), G = (F)/(Aθ), Y = 3B(1 − 2σ) = 2G(1 + σ)
- Energy of a stretched wire U = (1)/(2)F ΔL, per volume (1)/(2)Y(strain)²
- P = P₀ + ρgh, hydraulic lift (F₁)/(A₁) = (F₂)/(A₂)
- Buoyancy B = ρVg, floating: (V(in))/(V) = (ρ(body))/(ρ(fluid))
- A₁v₁ = A₂v₂, P + (1)/(2)ρv² + ρgh = constant
- Efflux v = √(2gh), range R = 2√(h(H − h)), maximum R = H
- F = 6πηrv, v(T) = (2r²(ρ − σ)g)/(9η), Re = (ρvD)/(η)
- Poiseuille Q = (πPr⁴)/(8ηL), so Q ∝ r⁴
- Excess pressure: drop (2T)/(R), soap bubble (4T)/(R)
- Capillary rise h = (2T cos θ)/(rρg)
- ΔL = LαΔT, β = 2α, γ = 3α, thermal stress YαΔT
- Q = msΔT, Q = mL, L(f) = 336 kJ/kg, L(v) = 2260 kJ/kg
- (dQ)/(dt) = kA(ΔT)/(L), R = (L)/(kA)
- P = eσAT⁴, λ(m) T = 2.9 × 10⁻³ m K
- Newton: (T₁ − T₂)/(t) = K((T₁ + T₂)/(2) − T₀)
Formulas with solved examples
Elasticity
Stress, strain and Hooke’s law
- stress = (F)/(A) (unit Pa = N/m²)
- longitudinal strain = (ΔL)/(L)
- Hooke’s law: stress ∝ strain within the elastic limit
- modulus = (stress)/(strain)
- strain has no unit
How to apply. Stress is the restoring force per unit area, so it is force divided by the area of cross-section (not the surface area). Strain is the fractional change, so it is a pure number.
Example. A force of 100 N on a wire of cross-section 1 mm² gives a stress of 100 ÷ 10⁻⁶ = 10⁸ Pa.
Young’s modulus
- Y = (F/A)/(ΔL/L) = (FL)/(AΔL) = (FL)/(πr²ΔL)
- ΔL = (FL)/(AY)
- for the same force and material ΔL ∝ (L)/(r²)
- [Y] = ML⁻¹T⁻²
- steel 2 × 10¹¹ Pa, copper 1.1 × 10¹¹ Pa, rubber about 10⁷ Pa
- breaking stress = (F(max))/(A)
- a wire hanging under its own weight breaks when its length reaches L = (S)/(ρg) (S = breaking stress)
How to apply. Use it for the extension of a wire or rod. When two wires are compared, write the ratio ΔL ∝ L/r² (same material, same force) and cancel everything common.
Example. Steel wire, L = 2 m, r = 0.5 mm, F = 100 N, Y = 2 × 10¹¹: A = 7.85 × 10⁻⁷ m², so ΔL = 100 × 2 ÷ (7.85 × 10⁻⁷ × 2 × 10¹¹) = 1.27 mm.
Bulk modulus and compressibility
- B = −(ΔP)/(ΔV/V) = −(VΔP)/(ΔV)
- compressibility k = (1)/(B)
- for a gas: isothermal B = P, adiabatic B = γP
- for a liquid B is about 10⁹ Pa (water 2.2 × 10⁹ Pa)
- speed of sound in a medium v = √(B)/(ρ)
How to apply. The volume decreases when the pressure rises, which the minus sign takes care of. Solids and liquids are hard to compress, so B is large; gases have a small B.
Example. Water, B = 2.2 × 10⁹ Pa: an extra pressure of 2.2 × 10⁷ Pa (about 220 atm) shrinks the volume by 2.2 × 10⁷ ÷ 2.2 × 10⁹ = 1%.
Shear modulus (modulus of rigidity)
- G = (F/A)/(θ) = (F)/(Aθ)
- θ = (Δx)/(L) (angle of shear, in radian)
- F is tangential to the face
- fluids have G = 0
How to apply. The force acts along the surface and tilts a cube into a parallelogram. The shear strain is the angle θ through which the vertical face turns.
Example. F = 10³ N on a face of 0.1 m² of a block with G = 4 × 10¹⁰ Pa: stress = 10³ ÷ 0.1 = 10⁴ Pa, so θ = 10⁴ ÷ (4 × 10¹⁰) = 2.5 × 10⁻⁷ rad.
Poisson’s ratio and the relations between moduli
- σ = (lateral strain)/(longitudinal strain) = −(Δr/r)/(ΔL/L)
- −1 < σ < 0.5 (in practice 0 to 0.5)
- Y = 3B(1 − 2σ) = 2G(1 + σ)
- Y = (9BG)/(3B + G)
How to apply. A wire that gets longer gets thinner. σ gives the fractional decrease in radius for a given fractional increase in length. σ = 0.5 means the volume does not change.
Example. A wire with σ = 0.25 stretched by 1% shrinks in radius by 0.25%. For σ = 0.25, Y = 1.5 B and Y = 2.5 G.
Stress–strain curve
- straight line up to the proportional limit; the slope = Y
- then the elastic limit and the yield point
- plastic flow up to the ultimate (breaking) stress
- then fracture
- ductile materials: a long plastic region; brittle: breaks soon after the elastic limit
- area under the curve up to a point = energy per unit volume
- a loop (rubber, hysteresis): area of the loop = energy lost as heat
How to apply. Read the curve from left to right. Below the elastic limit the body returns to its shape when the load is removed. Beyond it a permanent set remains. A larger slope means a larger Y; a larger area means a tougher material.
Example. Steel and copper are ductile (large plastic region); glass is brittle. Rubber has no straight part and its loading and unloading curves differ, so it loses energy in each cycle.
Elastic potential energy
- U = (1)/(2)F ΔL = (1)/(2)(stress)(strain) × (volume)
- energy per unit volume u = (1)/(2)Y(strain)² = ((stress)²)/(2Y)
- U = (1)/(2)kx² with k = (YA)/(L)
- the work done in stretching a wire is the area under the F–ΔL graph
How to apply. The force grows from zero, so the work is the average force times the extension: half of F ΔL. For a wire of fixed length and area, U is proportional to the square of the force or of the extension.
Example. The steel wire above: U = ½ × 100 × 1.27 × 10⁻³ = 0.064 J.
Wire as a spring, combinations and own weight
- force constant k = (YA)/(L)
- wires in series: the same force, extensions add
- wires in parallel: the same extension, forces add
- a rod hanging under its own weight: ΔL = (MgL)/(2AY)
- a wire of length L and mass M: the stretch is half what the same load would give at the free end
How to apply. Replace each wire by a spring of constant YA/L and then use the spring rules. For a rod stretched by its own weight, the tension varies from Mg at the top to 0 at the bottom, which gives the factor ½.
Example. A steel rod of length 2 m, area 10⁻⁴ m², mass 15.7 kg: ΔL = 15.7 × 10 × 2 ÷ (2 × 10⁻⁴ × 2 × 10¹¹) = 7.85 × 10⁻⁶ m.
Fluid statics
Pressure in a fluid
- P = (F)/(A) (scalar)
- P = P₀ + ρgh
- gauge pressure = ρgh
- the pressure is the same at all points on one level in a connected fluid at rest
- force on the base = PA does not depend on the shape of the vessel
- 1 atm = 1.013 × 10⁵ Pa = 76 cm of Hg
How to apply. Add ρgh to the pressure at the top as you go down. Compare the pressures at two points at the same level of the same liquid to solve U-tube and barometer problems.
Example. At 10 m under water (g = 10 m/s²): P = 10⁵ + 1000 × 10 × 10 = 2 × 10⁵ Pa, that is 2 atm.
Pascal’s law and the hydraulic lift
- a pressure applied to a confined fluid is passed on undiminished
- (F₁)/(A₁) = (F₂)/(A₂)
- F₂ = F₁ × (A₂)/(A₁)
- F₁d₁ = F₂d₂ (work in = work out; no energy is gained)
How to apply. The same pressure acts on both pistons, so the force is multiplied by the ratio of the areas. The smaller piston moves a larger distance in the same ratio.
Example. Pistons of 10 cm² and 1000 cm²: a force of 50 N gives 5000 N, but the small piston moves 100 cm for each 1 cm of the large one.
U-tube, accelerating liquids and rotation
- two immiscible liquids in a U-tube: h₁ρ₁ = h₂ρ₂ (measured from the common interface)
- liquid in a vessel with horizontal acceleration a: the surface tilts, tan θ = (a)/(g)
- in a lift accelerating up: P = ρ(g + a)h
- a liquid rotating with ω: h = (ω²r²)/(2g), a paraboloid
How to apply. Treat the acceleration as a change in effective gravity. The free surface is always perpendicular to the effective g. For a U-tube, equate the pressures at the interface level.
Example. A tank accelerating at 5 m/s² (g = 10): the surface makes tan θ = 0.5, or 26.6°, with the horizontal. The surface at the back is higher.
Force on a dam or a wall
- pressure on a vertical wall increases linearly with depth
- average pressure = (ρgh)/(2)
- force on a wall of width w and depth h: F = (1)/(2)ρgh²w
- it acts at (2h)/(3) below the free surface
- the torque about the base is F × (h)/(3)
How to apply. Because the pressure varies, use the average pressure for the force, but the force does not act at the middle. For the torque or the line of action use the centre of pressure at two thirds of the depth.
Example. Dam: water 10 m deep, 20 m wide: F = ½ × 1000 × 10 × 10² × 20 = 10⁷ N.
Archimedes’ principle and buoyancy
- B = ρ(fluid) V(immersed) g
- apparent weight = W − B
- floating: weight = buoyant force, so (V(immersed))/(V) = (ρ(body))/(ρ(fluid))
- a body sinks if ρ(body) > ρ(fluid)
- the buoyant force acts at the centre of buoyancy (the centre of mass of the displaced fluid)
How to apply. The buoyant force is the weight of the fluid displaced. For a floating body, equate its weight to this force and read off the fraction submerged. For a hanging body use the apparent weight.
Example. Ice (density 900 kg/m³) in water: 90% is below the surface. A body weighing 10 N in air and 8 N in water has a volume of 2 ÷ (1000 × 10) = 2 × 10⁻⁴ m³.
Floating bodies: levels, lifts and oscillation
- when floating ice melts in water the level does not change
- in a lift with acceleration a all weights change to g + a, so the fraction submerged does not change
- a floating block pushed down by x oscillates with T = 2π√(m)/(ρ(fluid)Ag)
- a body just fully submerged has ρ(body) = ρ(fluid)
How to apply. Ice displaces its own weight of water, and the water it melts into has the same volume. The restoring force on a floating body with vertical sides (constant cross-section A) is the extra buoyant force ρ A g x, which acts like a spring of constant ρAg (small oscillations, no damping).
Example. A wooden cylinder of mass 0.5 kg and cross-section 50 cm² in water: k = 1000 × 50 × 10⁻⁴ × 10 = 50 N/m, so T = 2π√(0.5/50) = 0.63 s.
Fluid flow
Equation of continuity
- A₁v₁ = A₂v₂ (incompressible fluid)
- volume flow rate Q = Av (m³/s)
- mass flow rate = ρAv
- the speed is larger where the pipe is narrower
- for a falling stream v² = u² + 2gh and Av = constant
How to apply. Mass does not pile up in a steady flow, so what flows in per second flows out. For a pipe of changing diameter the speed goes as 1/d².
Example. A pipe whose diameter is halved: the area becomes ¼ so the speed becomes 4 times.
Bernoulli’s theorem
- P + (1)/(2)ρv² + ρgh = constant along a streamline
- steady, incompressible, non-viscous flow
- horizontal pipe: P₁ − P₂ = (1)/(2)ρ(v₂² − v₁²)
- the pressure is lower where the speed is higher
- it is the work–energy theorem for a fluid
How to apply. Write the three terms at two points on the same streamline and equate them. Use continuity to connect the two speeds. Each term has the dimensions of pressure.
Example. Horizontal pipe, v₁ = 2 m/s, area ratio A₁ : A₂ = 4 : 1, so v₂ = 8 m/s: P₁ − P₂ = ½ × 1000 × (64 − 4) = 3 × 10⁴ Pa.
Torricelli’s law, the range and the venturi meter
- speed of efflux v = √(2gh) (h below the free surface; tank open to air, hole much smaller than the tank cross-section)
- time to hit the ground t = √(2(H − h))/(g)
- range R = 2√(h(H − h))
- R is largest at h = (H)/(2), and then R = H
- holes at h and (H − h) give the same range
- venturi: P₁ − P₂ = (1)/(2)ρ(v₂² − v₁²)
How to apply. Apply Bernoulli between the free surface (speed nearly zero) and the hole. After leaving the hole the water is a projectile with horizontal speed v.
Example. A tank filled to 5 m with a hole at 5 m depth: v = √(2 × 10 × 5) = 10 m/s. A hole halfway down a tank of height H throws the water a distance H.
Lift on a wing and the Magnus effect
- faster flow above the wing means lower pressure above
- lift = (1)/(2)ρ(v₁² − v₂²)A
- a spinning ball drags the air round and curves: the Magnus effect
- a sprayer or atomiser works by the low pressure in a fast stream
How to apply. The difference in speed above and below gives a difference in pressure, and so a net upward force. Use Bernoulli for each side of the wing.
Example. Air (1.3 kg/m³) at 70 m/s above and 60 m/s below a wing of area 10 m²: ΔP = ½ × 1.3 × (4900 − 3600) = 845 Pa, so the lift is about 8450 N.
Time to empty a tank
- time to fall from h₁ to h₂ through a hole of area a in a tank of area A: t = (A)/(a)√(2)/(g)(√h₁ − √h₂)
- to empty: t = (A)/(a)√(2h)/(g)
- v = √(2gh + (2ΔP)/(ρ)) if the tank is pressurised by ΔP
How to apply. The level falls at speed −dh/dt = (a/A)√(2gh), so integrate dh/√h. Valid for a << A.
Example. Tank of area 1 m², hole 1 cm² (10⁻⁴ m²), water 5 m deep: t = 10⁴ × √(2 × 5 ÷ 10) = 10⁴ s.
Viscosity
Viscous force and coefficient of viscosity
- F = ηA(dv)/(dx)
- η in Pa s (SI) or poise: 1 Pa s = 10 poise
- [η] = ML⁻¹T⁻¹
- for liquids η decreases as the temperature rises, for gases it increases
- the layer in contact with the plate moves with the plate
How to apply. Between layers of a fluid moving at different speeds, there is a drag proportional to the area and the velocity gradient. For a plate over a thin film use dv/dx = v/thickness.
Example. A plate of 0.1 m² moves at 0.5 m/s over an oil film 1 mm thick with η = 0.2 Pa s: F = 0.2 × 0.1 × 0.5 ÷ 10⁻³ = 10 N.
Stokes’ law and terminal velocity
- F = 6πηrv
- terminal velocity v(T) = (2r²(ρ − σ)g)/(9η) (ρ sphere, σ liquid)
- v(T) ∝ r²
- at terminal velocity: weight = buoyant force + viscous force
- if ρ < σ the sphere moves up with the same formula
- for very small drops (mist, Stokes regime, Re < 1) in air v(T) ∝ r²; for large raindrops the drag is not Stokes and v(T) ∝ √r
How to apply. Draw the forces: weight down, buoyancy and Stokes’ drag up. At terminal velocity the net force is zero. The speed grows as r², so a bigger sphere of the same material falls faster.
Example. Sphere r = 1 mm, ρ = 2500 kg/m³ in a liquid of σ = 1000 kg/m³ and η = 0.1 Pa s: v(T) = 2 × 10⁻⁶ × 1500 × 10 ÷ 0.9 = 0.033 m/s.
Reynolds number and the nature of flow
- R = (ρvD)/(η)
- R < 1000: laminar (streamline)
- R > 2000: turbulent
- between: unstable
- critical velocity v(c) = (Rη)/(ρD)
- in the turbulent flow the speed varies irregularly and Bernoulli does not apply
How to apply. Reynolds number is a ratio of inertial to viscous effects. A larger diameter, speed or density, and a smaller viscosity favour turbulence.
Example. Water (η = 10⁻³ Pa s) in a pipe of D = 2 cm with v = 0.1 m/s: R = 1000 × 0.1 × 0.02 ÷ 10⁻³ = 2000, so the flow is on the edge of turbulence.
Poiseuille’s formula
- Q = (πPr⁴)/(8ηL) (volume per second through a tube)
- liquid resistance R = (8ηL)/(πr⁴)
- tubes in series or parallel combine like electrical resistors (pressure ↔ potential, Q ↔ current)
- Q ∝ r⁴
How to apply. The pressure difference P across a narrow tube drives the flow. The very strong dependence on r⁴ explains why a small narrowing of an artery matters. Use the electrical analogy for combinations.
Example. Radius doubled and length doubled at the same pressure: Q becomes 2⁴ ÷ 2 = 8 times.
Surface tension
Surface tension and surface energy
- T = (F)/(l) = (W)/(ΔA) = energy per unit area
- [T] = MT⁻², unit N/m or J/m²
- a soap film has two surfaces: F = 2Tl
- T decreases as the temperature rises and with impurities (soap), and is zero at the critical temperature
How to apply. The surface of a liquid is like a stretched membrane. The work done in increasing the area is T times the increase in area. Count both sides for a film.
Example. A soap film on a frame with a slider 5 cm long, T = 0.03 N/m: the force on the slider is 2 × 0.03 × 0.05 = 3 × 10⁻³ N.
Excess pressure in a drop or a bubble
- liquid drop: ΔP = (2T)/(R)
- air bubble in a liquid: ΔP = (2T)/(R)
- soap bubble in air (two surfaces): ΔP = (4T)/(R)
- of two connected bubbles the smaller one has the higher pressure and empties into the larger
- a bubble of radius R at depth h: P = P₀ + ρgh + (2T)/(R)
How to apply. The curved surface presses on the inside, so the inside pressure is greater. Count how many surfaces the film has: one for a drop, two for a soap bubble.
Example. Soap bubble of radius 1 cm with T = 0.03 N/m: ΔP = 4 × 0.03 ÷ 0.01 = 12 Pa.
Work done in changing the surface area
- W = T ΔA
- soap bubble radius r₁ → r₂: W = 8πT(r₂² − r₁²)
- splitting a drop of radius R into n drops: r = R n^−1/3, W = 4πR²T(n^1/3 − 1)
- merging n drops of radius r: energy released = 4πr²T(n − n^2/3), which warms the liquid
How to apply. The surface energy is T times the area. The total surface area increases when a drop splits, so work is needed; it decreases when drops merge, so heat is released. The volume is conserved: R³ = n r³.
Example. A drop of radius 1 mm (T = 0.07 N/m) split into 1000 drops: W = 4π × 10⁻⁶ × 0.07 × 9 = 7.9 × 10⁻⁶ J.
Angle of contact and capillary rise
- h = (2T cos θ)/(rρg)
- θ < 90°: the liquid rises (water in glass, θ ≈ 0°)
- θ > 90°: it is depressed (mercury in glass, θ ≈ 135°)
- h ∝ (1)/(r)
- hr = constant
- the liquid rises by the same height whatever the (sufficient) length of the tube
- r is the radius of the tube, and r = R cos θ for a meniscus of radius R
How to apply. Equate the weight of the liquid column, πr²hρg, to the upward pull of the surface tension, 2πrT cos θ. Remember that h is measured from the level outside, and that a shorter tube changes the radius of the meniscus, not the height.
Example. Water (T = 0.072 N/m) in a tube with r = 0.5 mm: h = 2 × 0.072 ÷ (5 × 10⁻⁴ × 1000 × 10) = 2.9 cm.
Capillary variations
- rise between two parallel plates a distance d apart: h = (2T cos θ)/(dρg)
- weight of liquid held up by a tube = 2πrT cos θ
- in a lift accelerating up, replace g by g + a
- a drop between two plates is held by an extra pressure and a force F = (2TA)/(d)
- a soap film in a capillary or a ring pulled out of a liquid: F = W + T × (length of contact)
How to apply. The same balance of forces as for a tube, but the surface tension acts along the line of contact. For a plate the total length of contact is the perimeter in contact with the liquid.
Example. Weight held up in a tube of r = 0.5 mm with T = 0.07 N/m (θ = 0): 2π × 5 × 10⁻⁴ × 0.07 = 2.2 × 10⁻⁴ N. A thin ring of radius 4 cm needs 4π × 0.04 × 0.07 = 0.035 N more than its weight.
Joining soap bubbles
- two soap bubbles r₁ and r₂ merge at constant temperature and the same outside pressure: the radius of the new bubble r = √(r₁² + r₂²)
- the shared film between touching bubbles has radius R = (r₁r₂)/(r₁ − r₂) (r₁ > r₂)
How to apply. At constant outside pressure the surface-area condition gives r² = r₁² + r₂². For two bubbles in contact, the excess pressures differ by 4T(1/r₂ − 1/r₁) = 4T/R.
Example. Bubbles of radius 3 cm and 4 cm merge in air at constant pressure: r = √(9 + 16) = 5 cm. Two touching bubbles of 3 cm and 6 cm share a film of radius 6 cm.
Thermal expansion and calorimetry
Linear, area and volume expansion
- ΔL = LαΔT
- ΔA = AβΔT
- ΔV = VγΔT
- β = 2α, γ = 3α
- a hole expands like the material
- density: ρ′ = ρ(1 − γΔT)
- α has the unit K⁻¹ (or °C⁻¹)
How to apply. All dimensions grow in the same ratio, including the gap or the hole. For large ΔT, use L′ = L(1 + αΔT). The expansion coefficients are very small, so the approximations are fine.
Example. A steel rod 1 m long (α = 1.2 × 10⁻⁵ K⁻¹) heated by 100 °C grows by 1.2 × 10⁻³ m = 1.2 mm.
Expansion of liquids and anomalous water
- γ(real) = γ(apparent) + γ(vessel) = γ(apparent) + 3α(vessel)
- water contracts from 0 °C to 4 °C and is densest at 4 °C (1000 kg/m³)
- lakes freeze from the top, so the water below stays at 4 °C
How to apply. A liquid in a vessel shows only the difference between its expansion and that of the vessel. The real expansion is the sum of the apparent expansion and the expansion of the vessel.
Example. A liquid with γ(real) = 1.8 × 10⁻⁴ °C⁻¹ in a glass vessel with α = 9 × 10⁻⁶ °C⁻¹: γ(apparent) = 1.8 × 10⁻⁴ − 0.27 × 10⁻⁴ = 1.53 × 10⁻⁴ °C⁻¹.
Temperature scales, thermal stress and the pendulum clock
- (C)/(5) = (F − 32)/(9) = (K − 273)/(5)
- thermal stress when the ends are fixed = YαΔT, force = YAαΔT
- a pendulum clock: T ∝ √L, so the time lost per day = (1)/(2)αΔθ × 86400 s
- a bimetallic strip bends towards the metal with the smaller α
How to apply. If a rod cannot expand, it behaves as if it had been compressed back to its original length, so the stress is Y times the strain αΔT. A hotter pendulum is longer and slower.
Example. Steel rod (A = 1 cm², Y = 2 × 10¹¹ Pa, α = 1.2 × 10⁻⁵) fixed at both ends and heated by 50 °C: F = 2 × 10¹¹ × 10⁻⁴ × 1.2 × 10⁻⁵ × 50 = 1.2 × 10⁴ N. A clock with α = 1.9 × 10⁻⁵ warmed by 10 °C loses 8.2 s per day.
Specific heat and calorimetry
- Q = msΔT
- heat capacity = ms
- water equivalent = ms ÷ s(water)
- specific heat of water 4200 J/kg K = 1 cal/g °C
- heat lost = heat gained: the final temperature T = (m₁s₁T₁ + m₂s₂T₂)/(m₁s₁ + m₂s₂)
- 1 cal = 4.2 J
How to apply. In a mixing problem, no heat is lost to the surroundings, so the sum of the heat gained and lost is zero. Include the calorimeter by its water equivalent.
Example. 200 g of water at 80 °C and 300 g at 20 °C: T = (200 × 80 + 300 × 20) ÷ 500 = 44 °C.
Latent heat and change of state
- Q = mL
- for ice L(f) = 80 cal/g = 336 kJ/kg
- for steam L(v) = 540 cal/g ≈ 2260 kJ/kg (2268 kJ/kg with 1 cal = 4.2 J; 2256 kJ/kg is the measured value)
- the temperature does not change during the change of state
- specific heat of ice about 0.5 cal/g °C
- the heating curve has flat parts at 0 °C and 100 °C
How to apply. Add up the heat for each stage: warming, melting, warming again, boiling. Check that the heat available is enough to complete a stage before you go to the next one.
Example. 10 g of ice at −10 °C to steam at 100 °C: 10 × 0.5 × 10 + 10 × 80 + 10 × 1 × 100 + 10 × 540 = 50 + 800 + 1000 + 5400 = 7250 cal.
Composite rods and gaps
- two rods of different metal: the difference in length stays constant when L₁α₁ = L₂α₂
- equal expansion: L₁α₁ = L₂α₂
- rods in series, total expansion = (L₁α₁ + L₂α₂)ΔT
- a gap: the ends of a rod butt against walls: stress = Y α ΔT only after the gap closes
How to apply. Set the two expansions equal (or add them) and cancel ΔT. The ratio of lengths is the inverse of the ratio of α.
Example. Steel (α = 1.2 × 10⁻⁵) and brass (α = 1.8 × 10⁻⁵) rods differ in length by 10 cm at all temperatures: L(steel)/L(brass) = 3/2, so L(steel) = 30 cm and L(brass) = 20 cm.
Heat transfer
Conduction
- (dQ)/(dt) = kA(T₁ − T₂)/(L)
- thermal resistance R = (L)/(kA)
- [k] = MLT⁻³K⁻¹
- in steady state the same heat flows through each section
- for a rod with a lagged side, T falls linearly with distance
- k(copper) about 400 W/m K
How to apply. The rate of flow of heat is the temperature difference divided by the thermal resistance, exactly like Ohm’s law with current ↔ heat current and potential ↔ temperature.
Example. Copper rod, L = 1 m, A = 1 cm², ends 100 °C apart: dQ/dt = 400 × 10⁻⁴ × 100 ÷ 1 = 4 W.
Conduction through rods in series and parallel
- series: same rate, resistances add: R = R₁ + R₂
- equal L and A in series: k = (2k₁k₂)/(k₁ + k₂)
- parallel: same ΔT, rates add: k = (k₁ + k₂)/(2) (equal areas)
- junction temperature T = (k₁T₁ + k₂T₂)/(k₁ + k₂) (equal L and A in series)
How to apply. Draw the resistance network and solve it as an electrical circuit. For the junction temperature of two rods, equate the heat current through each.
Example. Two rods of the same size, k₁ = 2k₂, the ends at 100 °C and 0 °C: the junction is at (2 × 100 + 0) ÷ 3 = 66.7 °C.
Radiation: Stefan–Boltzmann law
- E = σT⁴ (black body), σ = 5.67 × 10⁻⁸ W/m² K⁴
- P = eσAT⁴
- net loss to the surroundings at T₀: P = eσA(T⁴ − T₀⁴)
- e = 1 for a black body
- doubling the temperature increases the power 16 times
- temperatures in kelvin
How to apply. The power radiated depends on the fourth power of the absolute temperature. For a body in a room, subtract the energy it absorbs from the surroundings.
Example. A black body of area 1 m² at 500 K: P = 5.67 × 10⁻⁸ × 500⁴ = 3.5 × 10³ W.
Wien’s displacement law and the spectrum
- λ(m) T = b = 2.9 × 10⁻³ m K
- the peak of the spectrum moves to shorter wavelengths when the body is hotter
- the area under the E–λ curve ∝ T⁴
- Kirchhoff’s law: a good absorber is a good emitter; a black body absorbs and emits the most
- a perfect reflector emits nothing
How to apply. Wien’s law gives the temperature from the colour. The curves at different temperatures never cross, and the area under each grows as T⁴.
Example. λ(m) = 500 nm: T = 2.9 × 10⁻³ ÷ (5 × 10⁻⁷) = 5800 K, close to the temperature of the surface of the Sun.
Newton’s law of cooling
- (dT)/(dt) = −k(T − T₀)
- T = T₀ + (T(i) − T₀)e^−kt
- for a small fall: (T₁ − T₂)/(t) = K((T₁ + T₂)/(2) − T₀)
- the cooling is exponential and the rate is proportional to the excess temperature
- it holds for a small difference of temperature
How to apply. The rate of loss of heat is proportional to the excess temperature over the surroundings. For a short interval use the average temperature as in the second form, which avoids the exponential.
Example. A body cools from 80 °C to 60 °C in 10 min, T₀ = 20 °C: 20 ÷ 10 = K × 50, so K = 0.04 min⁻¹. In the next 10 min it falls from 60 °C to 46.7 °C.
Ice on a pond and cooling of a liquid
- thickness x of ice on a pond: dx/dt ∝ 1/x, so x² ∝ t
- t = (ρLx²)/(2kΔT)
- the time to go from x₁ to x₂ is ∝ (x₂² − x₁²)
- a hot liquid cools faster when its surface is larger and the surroundings colder
How to apply. The heat conducted through the ice already formed is what freezes the next layer. As the layer grows, the resistance grows, so freezing slows.
Example. If ice 1 cm thick takes 1 h to form, the layer from 1 cm to 2 cm takes (4 − 1) = 3 h more.
Most asked question types
How do I solve “Extension of wires and the moduli” questions in JEE Main?
A wire or rod carries a load, or two wires are compared. Find the extension, the stress or the ratio of extensions. 1. Write Y = FL/(AΔL). 2. For a ratio, use ΔL ∝ L/r² with the same material and force. 3. For series wires add the extensions; for parallel wires divide the force. Example: Same force and material, lengths L and 2L, radii r and 2r: ΔL ∝ L/r², so the extensions are in the ratio (1 ÷ 1) : (2 ÷ 4) = 2 : 1.
How do I solve “Stress–strain curve and energy stored” questions in JEE Main?
A graph or a stretched wire is given. Find the modulus, the energy stored or compare two materials. 1. Read Y from the slope of the straight part. 2. Energy per unit volume = area under the curve = ½ × stress × strain. 3. Total energy = that × volume. Example: Energy stored in the steel wire above: ½ × 100 N × 1.27 mm = 0.064 J.
How do I solve “Pressure, Pascal’s law and manometers” questions in JEE Main?
A liquid column, U-tube, barometer or hydraulic press is given. Find the pressure, a height or a force. 1. Take the pressure as the same at the same level in the same liquid. 2. Add ρgh going down. 3. For a press use F₁/A₁ = F₂/A₂. Example: 10 m of water adds 1 atm: the total is 2 atm.
How do I solve “Buoyancy and floating” questions in JEE Main?
A body floats or hangs in a liquid. Find the fraction submerged, the apparent weight or what happens when the conditions change. 1. Floating: weight = ρ(fluid) V(in) g. 2. Hanging: apparent weight = W − B. 3. In a lift, g and g′ cancel in the ratio. Example: Ice of density 900 kg/m³ floats in water with 90% submerged.
How do I solve “Continuity and Bernoulli” questions in JEE Main?
A fluid flows through a pipe of changing area or height. Find a speed or a pressure difference. 1. Use A₁v₁ = A₂v₂. 2. Write P + ½ρv² + ρgh at both points. 3. Find ΔP. Example: Speeds 2 m/s and 8 m/s: the pressure drops by 3 × 10⁴ Pa.
How do I solve “Efflux through a hole and the range” questions in JEE Main?
A tank has a hole. Find the speed of the water, the range or the best height of the hole. 1. v = √(2gh) with h below the free surface. 2. R = 2√(h(H − h)). 3. The largest range R = H when h = H/2. Example: Hole 5 m below the surface: v = 10 m/s.
How do I solve “Viscous drag and terminal velocity” questions in JEE Main?
A sphere falls through a viscous liquid, or a plate slides over a film. Find the force or the terminal speed. 1. Draw weight, buoyancy and 6πηrv. 2. At the terminal speed they balance. 3. Use v(T) ∝ r² for a comparison. Example: r = 1 mm sphere in liquid of η = 0.1 Pa s: v(T) = 0.033 m/s.
How do I solve “Surface tension: force and energy” questions in JEE Main?
A film, a ring or a splitting drop is given. Find the force or the work done against surface tension. 1. Count the surfaces. 2. W = T × change in area. 3. Conserve volume when drops split or join. Example: A drop of radius 1 mm (T = 0.07 N/m) split into 1000 drops needs 7.9 × 10⁻⁶ J.
How do I solve “Excess pressure in a bubble or a drop” questions in JEE Main?
A drop or a soap bubble is given. Find the excess pressure or compare two bubbles. 1. Drop: 2T/R. 2. Soap bubble: 4T/R. 3. The smaller bubble has the greater pressure. Example: A soap bubble of 1 cm radius has an excess pressure of 12 Pa.
How do I solve “Capillary rise” questions in JEE Main?
A tube or two plates dip in a liquid. Find the height of the liquid, the angle of contact or the change in the rise. 1. h = 2T cos θ/(rρg). 2. Use h ∝ 1/r for a comparison. 3. θ > 90°: it is depressed. Example: Water in a tube of radius 0.5 mm rises 2.9 cm.
How do I solve “Thermal expansion” questions in JEE Main?
A rod, plate or liquid is heated. Find the change in length, area or volume, or the stress when it is held fixed. 1. ΔL = LαΔT, β = 2α, γ = 3α. 2. A hole expands like the material. 3. Held fixed: stress = YαΔT. Example: 1 m steel rod heated by 100 °C grows by 1.2 mm.
How do I solve “Calorimetry and latent heat” questions in JEE Main?
Hot and cold bodies are mixed, or ice is melted by hot water. Find the final temperature or the mass melted. 1. Heat lost = heat gained. 2. Add the latent heat when a state changes. 3. Check that each stage is complete. Example: 200 g of water at 80 °C mixed with 300 g at 20 °C gives 44 °C.
How do I solve “Conduction through rods and slabs” questions in JEE Main?
Rods are joined in series or parallel, or a slab conducts heat. Find the rate of flow, the junction temperature or the effective k. 1. R = L/kA for each rod. 2. Series: add R. Parallel: add the heat currents. 3. Use the same current in series to find the junction temperature. Example: Two rods with k₁ = 2k₂, ends at 100 °C and 0 °C: the junction is at 66.7 °C.
How do I solve “Radiation, Wien’s law and Newton’s cooling” questions in JEE Main?
A hot body radiates or cools. Find the power radiated, the temperature or the time of cooling. 1. P = eσAT⁴ with T in kelvin. 2. λ(m) T = 2.9 × 10⁻³ m K. 3. For cooling use the average-temperature form. Example: A body cooling from 80 °C to 60 °C in 10 min goes from 60 °C to 46.7 °C in the next 10 min.
Common myths and the truth
- Myth: A heavier object always sinks. Truth: What matters is the density compared with the fluid; a steel ship floats because its average density is less than that of water.
- Myth: The pressure at the bottom depends on the shape of the vessel. Truth: It depends only on the depth, the density and the pressure at the top.
- Myth: Steel is less elastic than rubber because it stretches less. Truth: Elasticity is the ability to return to shape; steel has a much larger Young’s modulus and so is more elastic.
- Myth: Faster flow means a higher pressure. Truth: Along a streamline faster flow means lower pressure (Bernoulli).
- Myth: The liquid in a tube rises higher if the tube is shorter. Truth: The height is the same; a very short tube only changes the curvature of the meniscus so that the liquid does not overflow.
- Myth: Water always expands when heated. Truth: It contracts between 0 °C and 4 °C and is densest at 4 °C.
- Myth: A hole in a hot plate gets smaller as the metal expands. Truth: The hole gets larger, as if it were filled with the same metal.
- Myth: A body’s temperature rises while it melts. Truth: The temperature stays constant during a change of state; the heat goes into the latent heat.
- Myth: A metal spoon feels colder than a wooden one because it is at a lower temperature. Truth: Both are at room temperature; the metal feels colder because it carries heat away from the hand faster (large k).
- Myth: Radiation needs air to travel. Truth: It travels through a vacuum; the Sun’s heat reaches the Earth through space.
- Myth: Surface tension is the same at any temperature. Truth: It decreases as the temperature rises and becomes zero at the critical temperature.
Mistakes to avoid
- Cross-sectional area A = πr² for a wire; do not use the surface area.
- The energy stored in a wire is ½F ΔL, not F ΔL.
- Soap bubble: ΔP = 4T/R; liquid drop: 2T/R.
- In Bernoulli all three terms must be at the same point: do not mix the pressures of two points.
- Use kelvin for P = eσAT⁴ and Wien’s law.
- The Stokes terminal velocity ∝ r², not r.
- Specific heat in cal/g °C and in J/kg K differ by a factor 4200 (1 cal/g °C = 4200 J/kg K); convert the mass to kg or keep all the data in cal and g.
- The rise in a capillary is measured from the level outside the tube.
Simulations for Properties of Solids and Liquids
- Compression and bulk modulus — Apply uniform pressure and compare a material’s change in volume.
- Elastic energy stored in a wire — Load a wire and calculate the strain energy stored per unit volume.
- Stretching a spring — Pull the block and see how spring stiffness sets its extension.
- Poisson’s ratio: stretch and thin — Stretch a wire and watch it get thinner. The lateral strain is a fixed fraction of the longitudinal strain.
- Shear deformation — Push sideways on a bonded block and connect shear stress to angular deformation.
- Springs in series and parallel — Join two springs and compare how much the same load stretches the combination.
- Stress–strain curve — Load a wire and trace it through its elastic and plastic regions.
- Thermal stress in a clamped rod — Heat a rod held between rigid walls. It cannot expand, so a large compressive stress builds up.
- Young’s modulus — Stretch a rod under tensile load.
- Lift on an aerofoil — Air flows faster over the curved top of a wing. Bernoulli’s principle gives the pressure difference.
- Float or sink? — Change the densities and watch a block find its level in a fluid.
- Capillary rise and depression — Dip a narrow tube in a liquid and see surface tension lift or depress the meniscus.
- Flow through a narrowing pipe — Change pipe areas and compare the two fluid speeds.
- Pressure inside drops and bubbles — Surface tension squeezes a drop. A soap bubble has two surfaces, so its excess pressure doubles.
- Hydraulic lift (Pascal) — Press a small piston and lift a big load on the wide piston.
- Pressure at depth in a tank — Lower a pressure probe into a tank and change the liquid. Find the force on one side wall too.
- Viscous drag and terminal speed — Release a small sphere in thick liquid and watch drag grow until the forces balance.
- Water jet from a tank — Change the water head and follow the jet from a small hole.
- Venturimeter — Water speeds up through a narrow throat and its pressure drops — read the drop on the vertical tubes.
- Bimetallic strip — Bond two metals and heat them. The one that expands more ends up on the outside of the curve.
- Mixing hot and cold water — Watch two water samples approach their equilibrium temperature.
- Thermal expansion — Heat a metal rod and measure the small increase in its length.
- Steady heat conduction — Build a temperature gradient across a wall and follow heat from the hot face to the cold face.
- Heating curve: ice to steam — Heat ice at constant power and track temperature through melting and boiling.
- Newton’s law of cooling — Watch a hot body approach room temperature.
- Heating with specific heat — Add heat to a substance and compute its temperature rise.
- Net thermal radiation — Compare radiation emitted by a warm surface with radiation absorbed from its surroundings.
- Anomalous expansion of water — Water is densest at 4 °C. Cool a pond and see why lakes freeze from the top down.