Convert units: nm, mm and cm to m, and check whether angles are measured from the normal.
Check signs and plausibility: a virtual image has dᵢ < 0, an approaching source sounds higher, a closed pipe has only odd harmonics.
2Practice problems
1.KinematicsMedium
A driver moving at 60 km/h sees an obstacle. Her reaction time is 0.9 s, after which the car brakes with a constant deceleration of 7.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.
v₀ = 60 km/htr = 0.9 sa = −7.5 m/s²
d = m
2.KinematicsHard
A ball is thrown straight up at 15 m/s from the edge of a roof 35 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.
v₀ = 15 m/sh₀ = 35 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
A 12 kg block slides down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.
m = 12 kgθ = 30°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
A block is given a push so that it starts sliding up a ramp at 25° with a speed of 6 m/s. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?
v₀ = 6 m/sθ = 25°μ = 0.2g = 9.81 m/s²
d = m
5.Projectile motionMedium
A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.
v0 = 32 m/sθ = 20°g = 9.81 m/s²
x = m
6.Projectile motionHard
A ball is launched at 10 m/s and 40° above the horizontal from the top of a 20 m cliff. Ignore air resistance and use g = 9.81 m/s². At what angle α below the horizontal does it hit the ground?
v₀ = 10 m/sθ = 40°h = 20 mg = 9.81 m/s²
α = °
7.Work & energyMedium
A car travelling at 40 km/h on a level road brakes hard and skids to a stop with its wheels locked. The coefficient of kinetic friction between the tyres and the road is 0.7. Find the stopping distance d.
v = 40 km/hμ = 0.7g = 9.81 m/s²
d = m
8.Work & energyHard
A 2.5 kg block is released from rest at height 1 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 1 m long (μ = 0.25) and then runs onto a spring (k = 2000 N/m) on a smooth surface. Find the maximum compression x of the spring.
m = 2.5 kgh = 1 mL = 1 mμ = 0.25k = 2000 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
An 8 kg projectile moving horizontally at 37 m/s explodes into two fragments that move along the same line. The 3 kg fragment continues forwards at 49 m/s. Find the velocity v′2 of the 5 kg fragment (positive in the original direction).
M = 8 kgu = 37 m/sm1 = 3 kgv′1 = 49 m/sm2 = 5 kg
v′2 = m/s
10.Momentum & collisionsHard
A 0.3 kg ball hits a wall at 26 m/s and bounces straight back at 8 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.
m = 0.3 kgvin = 26 m/svout = 8 m/sΔt = 50 ms
Favg = N
11.Hydrostatic forceMedium
A vertical rectangular gate 1.5 m wide sits in the wall of a tank of water, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.
A vertical rectangular gate 1.5 m wide sits in the wall of a tank of glycerin, with its top edge 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.
Water flows through a horizontal pipe that narrows from 150 mm to 50 mm. In the wide section the pressure is 400 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.
Water flows up through a pipe that narrows from 100 mm to 50 mm while rising 9 m. At section 1 the pressure is 320 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 at section 2.
A heat engine works between a hot reservoir at 650 °C and a cold reservoir at 10 °C. Find the highest possible thermal efficiency ηmax.
TH = 650 °CTL = 10 °C
ηmax = %
18.Heat engines & refrigeratorsHard
A heat engine takes in 4700 kJ of heat from a reservoir at 500 °C, produces 2303 kJ of work and rejects the rest to a reservoir at 30 °C, per cycle. Find the total entropy generated Sgen per cycle.
TH = 500 °CTL = 30 °CQH = 4700 kJW = 2303 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
A pipe open at both ends must have its harmonic number 5 at 2144 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.
v = 343 m/sn = 5f5 = 2144 Hz
L = m
20.Waves, sound & opticsHard
An optical fibre has a core with n₁ = 1.52 and a cladding with n₂ = 1.47. Find its numerical aperture NA.
n1 = 1.52n2 = 1.47
NA =
3Solutions
1.Kinematics
Answer: d = 33.52 m
Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.
Units
v₀ = 60/3.6 = 16.67 m/s
Reaction distance
d1 = v₀·tr = 16.67·0.9 = 15 m
Braking distance
d2 = v₀²/(2a) = 16.67²/(2·7.5) = 18.52 m
Total
d = 15 + 18.52 = 33.52 m
Answer
d = 33.52 m
2.Kinematics
Answer: hmax = 46.47 m
Motion with constant acceleration: v = v₀ + a·t, s = v₀·t + ½·a·t² and v² = v₀² + 2·a·s. Pick the equation that contains the three things you know and the one you want, and keep the signs consistent with one positive direction.
Rise above the roof
0 = v₀² − 2·g·Δh → Δh = 15²/(2·9.81) = 11.47 m
Height above the ground
hmax = 35 + 11.47 = 46.47 m
Answer
hmax = 46.47 m
3.Newton’s laws
Answer: a = 3.206 m/s²
Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.
Newton’s second law: the net force on a body equals its mass times its acceleration, ΣF = m·a. Draw a free-body diagram, choose a positive direction along the motion, and add every force in that direction: applied forces, friction μ·N against the motion, and the components of gravity.
Deceleration
Both forces point down the slope; the mass cancels.
a = 9.81·(sin 25° + 0.2·cos 25°) = 5.924 m/s²
Distance
d = v₀²/(2a) = 6²/(2·5.924) = 3.038 m
Answer
d = 3.038 m
5.Projectile motion
Answer: x = 67.1 m
Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.
Split the launch velocity
Horizontal velocity stays constant; vertical motion has a constant acceleration g = 9.81 m/s² downward.
vx = v0·cos θ = 32·cos 20° = 30.07 m/s
vy = v0·sin θ = 32·sin 20° = 10.94 m/s
Time in the air
Starting and landing at the same height: t = 2vy/g.
t = 2·10.94/9.81 = 2.231 s
Horizontal distance
x = vx·t = 30.07·2.231 = 67.1 m
Answer
x = 67.1 m
6.Projectile motion
Answer: α = 69.8 °
Projectile motion: with no air resistance, x = vxt and y = h + vyt − ½gt². The two directions are independent except that they share the same time.
Split the launch velocity
vx = 10·cos 40° = 7.66 m/s
vy0 = 10·sin 40° = 6.428 m/s
Vertical speed at impact
Energy or v² = v₀² + 2as in the vertical direction.
vy = √(6.428² + 2·9.81·20) = 20.83 m/s
Impact angle
tan α = vy/vx = 20.83/7.66 → α = 69.8°
Answer
α = 69.8°
7.Work & energy
Answer: d = 8.989 m
Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).
Speed in base units
v = 40/3.6 = 11.11 m/s
Energy balance
½mv² = μmg·d → d = v²/(2μg) = 11.11²/(2·0.7·9.81) = 8.989 m
Answer
d = 8.989 m
Doubling the speed makes the stopping distance four times longer.
8.Work & energy
Answer: x = 13.56 cm
Work–energy principle: the change in kinetic energy equals the work done by all forces. Writing gravity and springs as potential energy (mgh and ½kx²) turns this into a balance: initial energy = final energy + energy lost to friction (μN·d).
Energy left after the rough strip
The ramp is smooth, so only the strip removes energy.
mgh − μmgL = 24.53·(1 − 0.25·1) = 18.39 J
Maximum compression
½kx² = 18.39 → x = √(2·18.39/2000) = 0.1356 m = 13.56 cm
Answer
x = 13.56 cm
9.Momentum & collisions
Answer: v′2 = 29.8 m/s
Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.
Momentum before
p = M·u = 8·37 = 296 kg·m/s
Momentum after
296 = 3·49 + 5·v′2
v′2 = (296 − 147)/5 = 29.8 m/s
Answer
v′2 = 29.8 m/s
10.Momentum & collisions
Answer: Favg = 204 N
Conservation of momentum: when no external force acts during a collision, the total momentum Σm·v before equals the total after. Velocities have a direction, so pick a positive direction and give velocities the other way a minus sign. In an elastic collision kinetic energy is conserved too; in a perfectly inelastic one the bodies stick together.
Change in momentum
J = m·Δv = 0.3·(8 + 26) = 10.2 N·s
Average force
Favg = J/Δt = 10.2/0.05 = 204 N
Answer
Favg = 204 N
11.Hydrostatic force
Answer: F = 49.66 kN
Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.
Centroid depth and area
yc = d + H/2 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·1.5 = 2.25 m²
Resultant force
F = ρ·g·yc·A = 1000·9.81·2.25·2.25 = 49.66 kN
Answer
F = 49.66 kN
12.Hydrostatic force
Answer: ycp = 2.333 m
Hydrostatic force on a plane surface: F = ρ·g·yc·A. It acts at the centre of pressure, ycp = yc + Ic/(ycA), which always lies below the centroid.
Centroid depth and area
yc = d + H/2 = 1.5 + 1.5/2 = 2.25 m
A = H·b = 1.5·1.5 = 2.25 m²
Resultant force
F = ρ·g·yc·A = 1260·9.81·2.25·2.25 = 62.58 kN
Centre of pressure
Pressure grows with depth, so the resultant acts below the centroid.
Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.
Continuity and Bernoulli: for an incompressible fluid the flow rate is the same at every section, Q = A₁v₁ = A₂v₂. Along a streamline without losses, p + ½ρv² + ρgz is constant, so where the fluid is faster or higher its pressure is lower.
Second-law limits: no cycle working between reservoirs at absolute temperatures TH and TL can beat the reversible (Carnot) cycle: ηmax = 1 − TL/TH, COPR,max = TL/(TH − TL) and COPHP,max = TH/(TH − TL). Energy is always conserved: QH = W + QL.
Absolute temperatures
TH = 650 + 273.15 = 923.1 K
TL = 10 + 273.15 = 283.1 K
Carnot efficiency
ηmax = 1 − TL/TH = 1 − 283.1/923.1 = 69.33 %
Answer
ηmax = 69.33 %
18.Heat engines & refrigerators
Answer: Sgen = 1.828 kJ/K
Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.
Heat rejected
QL = QH − W = 4700 − 2303 = 2397 kJ
Absolute temperatures
TH = 500 + 273.15 = 773.1 K
TL = 30 + 273.15 = 303.1 K
Entropy changes of the reservoirs
ΔSH = −4700/773.1 = −6.079 kJ/K
ΔSL = 2397/303.1 = 7.907 kJ/K
Sgen = 7.907 − 6.079 = 1.828 kJ/K
Answer
Sgen = 1.828 kJ/K
Sgen > 0, so the engine is possible but irreversible.
19.Waves, sound & optics
Answer: L = 0.4 m
Standing waves and the Doppler effect: a string fixed at both ends, or a pipe open at both ends, fits whole half-wavelengths: L = nλ/2, fn = n·v/(2L), n = 1, 2, 3, … A pipe closed at one end has a node at the closed end and an antinode at the open end: L = nλ/4 with odd n only, fn = n·v/(4L). When source or observer move along the line between them, f′ = f·(v ± vo)/(v ∓ vs): use the upper signs for motion towards each other. Two waves of nearly equal frequency beat at |f₁ − f₂|.
Wavelength
λ = v/f = 343/2144 = 0.16 m
Length
L = nλ/2 = 5·0.16/2 = 0.4 m
Answer
L = 0.4 m
20.Waves, sound & optics
Answer: NA = 0.3867
Geometric optics: at a boundary, n₁·sin θ₁ = n₂·sin θ₂ (Snell's law), with angles measured from the normal and n = c/v. Going into a slower medium the ray bends towards the normal. From a denser medium (n₁ > n₂) beyond the critical angle θc = arcsin(n₂/n₁) all light is reflected: total internal reflection. Thin lenses and spherical mirrors obey 1/f = 1/do + 1/di with the magnification m = −di/do. Sign convention: f > 0 for a converging lens and a concave mirror (f = R/2), f < 0 for a diverging lens and a convex mirror; di > 0 for a real image, di < 0 for a virtual one, and m < 0 for an inverted image.