Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

New problemsBack to the course

In the print window, choose “Save as PDF” to keep a copy on your device.

1Formulas and methods

Kinematics

Velocity
v = v0 + a·t
Displacement
s = v0·t + ½·a·t²
Without time
v² = v0² + 2·a·s
Units
1 m/s = 3.6 km/h

Method

  1. List what you know: v₀, v, a, t and s, with units.
  2. Pick the equation that contains your three knowns and the unknown.
  3. Choose one positive direction and give opposing quantities a minus sign.
  4. Solve and check that the answer is physically sensible.

Newton’s laws

Second law
ΣF = m·a
Weight
W = m·g
Kinetic friction
Ff = μ·N
On a slope
along: m·g·sin θ, normal: m·g·cos θ

Method

  1. Draw a free-body diagram with every force on the body.
  2. Choose a positive direction along the motion.
  3. Split forces into components along and perpendicular to the motion (on a slope: m·g·sin θ along, m·g·cos θ into the slope).
  4. Apply ΣF = m·a along the motion; friction is μ·N against the motion.

Projectile motion

Components
vx = v0cos θ, vy = v0sin θ
Position
x = vxt, y = h + vyt − ½gt²
Maximum height
H = h + vy²/(2g)
Range (level ground)
R = v0²·sin 2θ/g

Method

  1. Split the launch velocity into components: vx = v₀·cos θ and vy = v₀·sin θ.
  2. The horizontal motion has constant speed; the vertical motion has acceleration −g.
  3. Find the time of flight from the vertical motion.
  4. Use that time in the horizontal motion to find the range.

Work & energy

Kinetic energy
Ek = ½mv²
Potential energy
Ep = mgh
Energy balance
Ek1 + Ep1 + W = Ek2 + Ep2 + losses
Work of friction
W = μ·N·d
Power
P = W/t

Momentum & collisions

Momentum
p = m·v
Conservation
Σm·v (before) = Σm·v (after)
Perfectly inelastic
v′ = (m1v1 + m2v2)/(m1 + m2)
Impulse
J = F·Δt = m·Δv

Method

  1. Choose a positive direction and give each velocity its sign.
  2. Write the total momentum before: Σm·v.
  3. For a perfectly inelastic collision the bodies move together after; for an elastic one kinetic energy is also conserved.
  4. Set momentum before equal to momentum after and solve.

Hydrostatic force

Pressure at depth
p = ρgh
Force on a vertical wall
F = ρg·hc·A
Centre of pressure
yp = yc + Ic/(ycA)
Rectangle
Ic = bH³/12

Continuity & Bernoulli

Continuity
A1v1 = A2v2
Bernoulli
p1 + ½ρv1² + ρgz1 = p2 + ½ρv2² + ρgz2
Flow rate
Q = A·v
Circle area
A = πd²/4

Ideal gas law

Ideal gas law
pV = nRT
Gas constant
R = 8.314 J/(mol·K)
Combined gas law
p1V1/T1 = p2V2/T2
Moles
n = m/M
Temperature
T[K] = T[°C] + 273.15

Heat engines & refrigerators

Efficiency
η = W/QH = 1 − QC/QH
Carnot efficiency
ηC = 1 − TC/TH (kelvin)
Refrigerator COP
COPR = QC/W
Heat pump COP
COPHP = QH/W = COPR + 1
Energy balance
QH = W + QC

Waves, sound & optics

Wave speed
v = fλ, T = 1/f
String
v = √(T/μ), μ = m/L
Sound level
β = 10·log10(I/I0), I0 = 10⁻¹² W/m²
Point source
I = P/(4πr²)
Standing waves
string or open pipe fn = n·v/(2L); closed pipe fn = n·v/(4L), n odd
Doppler effect
f′ = f·(v ± vo)/(v ∓ vs)
Refractive index
n = c/v, λ = λ0/n
Snell’s law
n1sin θ1 = n2sin θ2
Critical angle
sin θc = n2/n1
Optical fibre
NA = sin θa = √(n1² − n2²)
Lenses and mirrors
1/f = 1/do + 1/di, m = −di/do, mirror f = R/2
Double slit
d·sin θ = mλ, ym = mλL/d
Grating
d = 1/N, d·sin θ = mλ, mmax ≤ d/λ
Single slit
a·sin θ = mλ (dark), w = 2λL/a

Method

  1. Identify the kind of problem: wave speed, sound level, standing wave, Doppler, refraction, lens or mirror, or interference.
  2. Write the relation first: v = fλ, β = 10·log(I/I₀), fₙ = n·v/(2L) or n·v/(4L), f′ = f(v ± vo)/(v ∓ vs), n₁sin θ₁ = n₂sin θ₂, 1/f = 1/d₀ + 1/dᵢ, d·sin θ = mλ.
  3. Convert units: nm, mm and cm to m, and check whether angles are measured from the normal.
  4. 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
t (s)v (m/s)3.472 s13.89

A car driving at 50 km/h brakes with a constant deceleration of 4 m/s² until it stops. Find the braking distance s.

v₀ = 50 km/ha = −4 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 9 m/s15 m

A ball is thrown straight up at 9 m/s from the edge of a roof 15 m above the ground. Ignore air resistance and use g = 9.81 m/s². How long after the throw does it hit the ground? Find t.

v₀ = 9 m/sh₀ = 15 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 40°a = ?m = 2 kg

A 2 kg block slides down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 2 kgθ = 40°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6.5 kg5 kgμ = 0.2

A 6.5 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.2. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 6.5 kgm2 = 5 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 38 m/s60°range

A ball is launched at 60° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 38 m/sθ = 60°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 30 mv0​ = 21 m/s25°x = ?

A ball is launched at 25° above horizontal from the top of a 30 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 21 m/sθ = 25°h = 30 mg = 9.81 m/s²
x = m
7.Work & energyMedium
70°L = 1.5 m0.5 kg

A 0.5 kg ball hangs on a light string of length 1.5 m. It is pulled aside until the string makes 70° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 0.5 kgL = 1.5 mθ = 70°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 3.5 mL = 3.5 mμ = 0.15k = 4000 N/m

A 10 kg block is released from rest at height 3.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 3.5 m long (μ = 0.15) and then runs onto a spring (k = 4000 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 10 kgh = 3.5 mL = 3.5 mμ = 0.15k = 4000 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
600 kg12 m/s700 kg

A 600 kg car moving at 12 m/s runs into a stationary 700 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 600 kgv1 = 12 m/sm2 = 700 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
14 m/s11 m/s

A 0.4 kg ball hits a wall at 14 m/s and bounces straight back at 11 m/s. The contact lasts 25 ms. Find the average force Favg of the wall on the ball.

m = 0.4 kgvin = 14 m/svout = 11 m/sΔt = 25 ms
Favg = N
11.Hydrostatic forceMedium
gated = 2 mH = 1.5 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 2 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2 mH = 1.5 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 1 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of seawater, with its top edge 1.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 1.5 mH = 1 mb = 1 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
Q = ?d = 25 mm, Cd​ = 0.63h = 4 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 25 mm. The water level is kept 4 m above the orifice and the discharge coefficient is 0.63. Find the flow rate Q. Use g = 9.81 m/s².

d = 25 mmh = 4 mCd = 0.63g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 300 kPad2​ = 100 mm, p2​ = ?Δz = 4 m

Water flows up through a pipe that narrows from 150 mm to 100 mm while rising 4 m. At section 1 the pressure is 300 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 100 mmp1 = 300 kPav1 = 3 m/sΔz = 4 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
20 g of N₂V = 10 LT = 25 °CP = ?

A tank of 10 L contains 20 g of N₂ at 25 °C. Treat it as an ideal gas and find the pressure P.

m = 20 gM = 28.01 g/molV = 10 LT = 25 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 100 kPaT = 0 °Cρ = ?

Find the density ρ of Ar at 100 kPa and 0 °C, treating it as an ideal gas.

M = 39.95 g/molP = 100 kPaT = 0 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 275 °CTL​ = 5 °CEQH​QL​W

A heat engine works between a hot reservoir at 275 °C and a cold reservoir at 5 °C. Find the highest possible thermal efficiency ηmax.

TH = 275 °CTL = 5 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 25 °CTL​ = -10 °CRQ̇H​Q̇L​ = 1.5 kWẆ = ?

A refrigerator keeps its cold space at -10 °C in a kitchen at 25 °C, removing heat from the cold space at 1.5 kW. Find the minimum power input Ẇmin.

TH = 25 °CTL = -10 °CQ̇L = 1.5 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
θc = ?90°diamond, n1​ = 2.42acrylic, n2​ = 1.49

Light travels in diamond (n = 2.42) towards a flat boundary with acrylic (n = 1.49). Find the critical angle θc beyond which it is totally reflected.

n1 = 2.42n2 = 1.49
θc = °
20.Waves, sound & opticsHard
λ = ?37.4°

A grating with 500 lines per millimetre shows the order-3 maximum of a spectral line at 37.4° from the straight-through direction. Find the wavelength λ of the line.

N = 500 mm⁻¹θ3 = 37.4°m = 3
λ = nm

3Solutions

1.Kinematics

Answer: s = 24.11 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 = 50/3.6 = 13.89 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 13.89²/(2·4) = 24.11 m

Answer

s = 24.11 m
2.Kinematics

Answer: t = 2.892 s

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.

Equation of motion

Up is positive and the ground is h₀ below the starting point.

−15 = 9·t − ½·9.81·t²
4.905·t² − 9·t − 15 = 0

Solve the quadratic

Only the positive root is physical.

t = (9 + √(9² + 2·9.81·15))/9.81 = 2.892 s

Answer

t = 2.892 s
3.Newton’s laws

Answer: a = 4.427 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.

Forces along the slope

Down the slope is positive.

m·a = m·g·sin θ − μ·m·g·cos θ

Acceleration

a = 9.81·(sin 40° − 0.25·cos 40°) = 9.81·(0.6428 − 0.1915) = 4.427 m/s²

Answer

a = 4.427 m/s²
4.Newton’s laws

Answer: a = 3.156 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.

Acceleration of the system

a = (m2·g − μ·m1·g)/(m1 + m2) = (49.05 − 12.75)/11.5 = 3.156 m/s²

Answer

a = 3.156 m/s²
5.Projectile motion

Answer: t = 6.709 s

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 = 38·cos 60° = 19 m/s
vy = v0·sin θ = 38·sin 60° = 32.91 m/s

Time in the air

Starting and landing at the same height: t = 2vy/g.

t = 2·32.91/9.81 = 6.709 s

Answer

t = 6.709 s
6.Projectile motion

Answer: x = 67.34 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 = 21·cos 25° = 19.03 m/s
vy = v0·sin θ = 21·sin 25° = 8.875 m/s

Time in the air

Solve y(t) = h + vy·t − ½gt² = 0 for the positive root.

0 = 30 + 8.875·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (8.875 + √(78.77 + 588.6))/9.81 = 3.538 s

Horizontal distance

x = vx·t = 19.03·3.538 = 67.34 m

Answer

x = 67.34 m
7.Work & energy

Answer: T = 11.36 N

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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the bottom

v² = 2gL(1 − cos θ) = 2·9.81·1.5·(1 − cos 70°) = 19.36 m²/s²

Forces at the bottom

m·g = 0.5·9.81 = 4.905 N
T = mg + mv²/L = 4.905 + 0.5·19.36/1.5 = 11.36 N

Answer

T = 11.36 N

Check: T = mg(3 − 2cos θ) = 11.36 N.

8.Work & energy

Answer: v = 7.64 m/s

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 = 98.1·(3.5 − 0.15·3.5) = 291.8 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·2.975) = 7.64 m/s

Answer

v = 7.64 m/s
9.Momentum & collisions

Answer: ΔK = 23262 J

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 600·12/1300 = 5.538 m/s

Kinetic energy before and after

Kbefore = ½·600·12² = 43200 J
Kafter = ½·1300·5.538² = 19938 J

Energy lost

ΔK = 43200 − 19938 = 23262 J

Answer

ΔK = 23262 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: Favg = 400 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 = 0.4·(11 + 14) = 10 N·s

Average force

Favg = J/Δt = 10/0.025 = 400 N

Answer

Favg = 400 N
11.Hydrostatic force

Answer: F = 121.4 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 = 2 + 1.5/2 = 2.75 m
A = H·b = 1.5·3 = 4.5 m²
gated = 2 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2.75·4.5 = 121.4 kN

Answer

F = 121.4 kN
12.Hydrostatic force

Answer: F = 20.11 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 + 1/2 = 2 m
A = H·b = 1·1 = 1 m²
gated = 1.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·2·1 = 20.11 kN

Answer

F = 20.11 kN
13.Continuity & Bernoulli

Answer: Q = 2.74 L/s

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.

Ideal jet velocity

√(2gh) = √(2·9.81·4) = 8.859 m/s

Actual flow rate

The discharge coefficient accounts for the contraction of the jet and friction at the edge.

Q = Cd·A·√(2gh) = 0.63·0.0004909·8.859 = 0.00274 m³/s = 2.74 L/s

Answer

Q = 2.74 L/s
14.Continuity & Bernoulli

Answer: p2 = 242.5 kPa

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

Work in Pa, then divide by 1000 to get kPa.

v2 = v1·(d1/d2)² = 3·(150/100)² = 6.75 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 6.75²)/1000 = −18.28 kPa
ρgΔz = 1000·9.81·4/1000 = 39.24 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 300 + (−18.28) − 39.24 = 242.5 kPa

Answer

p2 = 242.5 kPa
15.Ideal gas law

Answer: P = 177 kPa

Ideal gas law: PV = nRT, with n = m/M.

Moles

n = m/M = 20/28.01 = 0.714 mol
T = 25 + 273.15 = 298.1 K

Pressure

P = nRT/V = 0.714·8.314·298.1/0.01 = 177 kPa

Answer

P = 177 kPa
16.Ideal gas law

Answer: ρ = 1.759 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 0 + 273.15 = 273.1 K

Density

ρ = 100·39.95/(8.314·273.1) = 1.759 kg/m³

Answer

ρ = 1.759 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 49.26 %

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 = 275 + 273.15 = 548.1 K
TL = 5 + 273.15 = 278.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 278.1/548.1 = 49.26 %

Answer

ηmax = 49.26 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.1995 kW

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 = 25 + 273.15 = 298.1 K
TL = -10 + 273.15 = 263.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 263.1/(298.1 − 263.1) = 7.519

Minimum power

The least work is needed by a reversible machine, which has the highest COP.

Ẇmin = Q̇L/COP = 1.5/7.519 = 0.1995 kW

Answer

Ẇmin = 0.1995 kW
19.Waves, sound & optics

Answer: θc = 38 °

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.

Refraction at 90°

sin θc = n₂/n₁ = 1.49/2.42 = 0.6157

Critical angle

θc = arcsin(0.6157) = 38°

Answer

θc = 38°
20.Waves, sound & optics

Answer: λ = 404.9 nm

Interference and diffraction: light from two slits a distance d apart reaches a point on the screen with a path difference d·sin θ. Bright fringes appear where d·sin θ = mλ (m = 0, ±1, ±2, …). For a screen at distance L ≫ d, the m-th bright fringe is at y = mλL/d and the fringe spacing is Δy = λL/d. A grating with N lines per millimetre has d = 1/N and sharp maxima at d·sin θ = mλ; since sin θ ≤ 1, the highest order is the largest whole number m ≤ d/λ. A single slit of width a has dark fringes at a·sin θ = mλ, m = ±1, ±2, …

Wavelength

λ = d·sin θ/m = 2 × 10⁻⁶·sin 37.4°/3 = 404.9 nm

Answer

λ = 404.9 nm

ExamProblems · examproblems.com/courses/physics-for-engineers