Physics for Engineers: cram pack

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

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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)t = ?25

A car driving at 90 km/h brakes with a constant deceleration of 6.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 90 km/ha = −6.5 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 14 m/s5 m

A ball is thrown straight up at 14 m/s from the edge of a roof 5 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 14 m/sh₀ = 5 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 40°a = ?m = 7 kg

A 7 kg block slides down a frictionless slope at 40° to the horizontal. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 7 kgθ = 40°μ = 0g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 9.5 kg8 kgθ = 40°

A 9.5 kg block on a ramp at 40° is connected by a light string over a frictionless pulley at the top of the ramp to a hanging 8 kg mass. The hanging mass moves down. The coefficient of kinetic friction between block and ramp is 0.1. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 9.5 kgm2 = 8 kgθ = 40°μ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 36 m/sθ = ?R = 60 m

A ball is launched from level ground at 36 m/s and must land 60 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 36 m/sR = 60 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 40 mv0​ = 26 m/s15°v = ?

A ball is launched at 26 m/s and 15° above the horizontal from the top of a 40 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the speed v with which it hits the ground.

v₀ = 26 m/sθ = 15°h = 40 mg = 9.81 m/s²
v = m/s
7.Work & energyMedium
20°L = 1.5 m10 kg

A 10 kg ball hangs on a light string of length 1.5 m. It is pulled aside until the string makes 20° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 10 kgL = 1.5 mθ = 20°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 14 mR = 4 mv = ?

A 1 kg cart is released from rest at a height of 14 m on a smooth track that leads into a vertical circular loop of radius 4 m. Find the speed v of the cart at the top of the loop.

m = 1 kgh = 14 mR = 4 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
5 kg3 m/s3 kg

A 5 kg glider moving at 3 m/s makes a perfectly elastic head-on collision with a 3 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 5 kgm2 = 3 kgv1 = 3 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
18 m/s18 m/s

A 0.2 kg ball hits a wall at 18 m/s and bounces straight back at 18 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.

m = 0.2 kgvin = 18 m/svout = 18 m/sΔt = 50 ms
Favg = N
11.Hydrostatic forceMedium
gated = 1 mH = 1 m

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

d = 1 mH = 1 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 2.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of oil, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 2.5 mb = 1 mρ = 880 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 600 Pastagnation point

A pitot-static tube in a wind tunnel reads a difference of 600 Pa between the stagnation pressure and the static pressure. The air density is 1.2 kg/m³. Find the air speed v.

p0 − p = 600 Paρ = 1.2 kg/m³
v = m/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 290 kPad2​ = 40 mm, p2​ = ?Δz = 8 m

Water flows up through a pipe that narrows from 100 mm to 40 mm while rising 8 m. At section 1 the pressure is 290 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 40 mmp1 = 290 kPav1 = 0.75 m/sΔz = 8 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
210 g of CO₂V = 10 LT = 40 °CP = ?

A tank of 10 L contains 210 g of CO₂ at 40 °C. Treat it as an ideal gas and find the pressure P.

m = 210 gM = 44.01 g/molV = 10 LT = 40 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
CH₄, M = 16.04 g/molP = 900 kPaT = 60 °Cρ = ?

Find the density ρ of CH₄ at 900 kPa and 60 °C, treating it as an ideal gas.

M = 16.04 g/molP = 900 kPaT = 60 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 35 °CTL​ = -30 °CRQ̇H​ = ?Q̇L​ = 4 kWẆ

A reversible refrigerator keeps a cold room at -30 °C by removing 4 kW of heat, and rejects heat to the surroundings at 35 °C. Find the rate Q̇H at which it rejects heat.

TL = -30 °CTH = 35 °CQ̇L = 4 kW
Q̇H = kW
18.Heat engines & refrigeratorsHard
TH​ = 30 °CTL​ = 2 °CRQ̇H​Q̇L​ = 1 kWẆ

A refrigerator keeps its cold space at 2 °C in a kitchen at 30 °C, removing heat from the cold space at 1 kW. Find the highest possible coefficient of performance COPmax.

TH = 30 °CTL = 2 °CQ̇L = 1 kW
COPmax =
19.Waves, sound & opticsMedium
FF2 cmdo​ = 12 cmf = 8 cm

An object 2 cm tall stands 12 cm in front of a thin converging lens with a focal length of 8 cm. Find the image height hi (negative for an inverted image).

ho = 2 cmdo = 12 cmf = 8 cm
hi = cm
20.Waves, sound & opticsHard
λ = 589 nmθ3​ = ?

Light of wavelength 589 nm falls at right angles on a grating with 200 lines per millimetre. Find the angle θ3 of the order-3 maximum.

N = 200 mm⁻¹λ = 589 nmm = 3
θ3 = °

3Solutions

1.Kinematics

Answer: t = 3.846 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.

Units

v₀ = 90/3.6 = 25 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 25/6.5 = 3.846 s

Answer

t = 3.846 s
2.Kinematics

Answer: hmax = 14.99 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 = 14²/(2·9.81) = 9.99 m

Height above the ground

hmax = 5 + 9.99 = 14.99 m

Answer

hmax = 14.99 m
3.Newton’s laws

Answer: a = 6.306 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·cos 40°) = 9.81·(0.6428 − 0) = 6.306 m/s²

Answer

a = 6.306 m/s²
4.Newton’s laws

Answer: T = 73.25 N

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 string

m₂·g = 78.48 N
m₁·g·sin θ = 59.9 N
μ·m₁·g·cos θ = 7.139 N

Acceleration of the system

a = (78.48 − 59.9 − 7.139)/17.5 = 0.6535 m/s²

Tension from the hanging mass

m2·g − T = m2·a → T = 8·(9.81 − 0.6535) = 73.25 N

Answer

T = 73.25 N
5.Projectile motion

Answer: θ = 13.51 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·60/36² = 0.4542

Angle

2θ = 27.01° → θ = 13.51°

Answer

θ = 13.51°

The other solution is 90° − θ = 76.49°.

6.Projectile motion

Answer: v = 38.22 m/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

vx = 26·cos 15° = 25.11 m/s
vy0 = 26·sin 15° = 6.729 m/s

Vertical speed at impact

Energy or v² = v₀² + 2as in the vertical direction.

vy = √(6.729² + 2·9.81·40) = 28.81 m/s

Impact speed

v = √(25.11² + 28.81²) = 38.22 m/s

Answer

v = 38.22 m/s

Check with energy: v² = v₀² + 2gh.

7.Work & energy

Answer: T = 109.9 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 20°) = 1.775 m²/s²

Forces at the bottom

m·g = 10·9.81 = 98.1 N
T = mg + mv²/L = 98.1 + 10·1.775/1.5 = 109.9 N

Answer

T = 109.9 N

Check: T = mg(3 − 2cos θ) = 109.9 N.

8.Work & energy

Answer: v = 10.85 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). On a circular path the net force towards the centre must equal mv²/r.

Speed at the top

v² = 2g(h − 2R) = 2·9.81·(14 − 8) = 117.7 m²/s²
v = 10.85 m/s

Answer

v = 10.85 m/s

The cart just makes it round when h = 2.5R; then N = 0 at the top.

9.Momentum & collisions

Answer: v′2 = 3.75 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.

Elastic collision with a target at rest

Solving momentum and energy conservation together gives these two results.

v′1 = (5 − 3)/(5 + 3)·3 = 0.75 m/s
v′2 = 2·5/(5 + 3)·3 = 3.75 m/s

Answer

v′2 = 3.75 m/s
10.Momentum & collisions

Answer: Favg = 144 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 = 0.2·(18 + 18) = 7.2 N·s

Average force

Favg = J/Δt = 7.2/0.05 = 144 N

Answer

Favg = 144 N
11.Hydrostatic force

Answer: F = 14.71 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 + 1/2 = 1.5 m
A = H·b = 1·1 = 1 m²
gated = 1 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1.5·1 = 14.71 kN

Answer

F = 14.71 kN
12.Hydrostatic force

Answer: F = 113.3 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 = 4 + 2.5/2 = 5.25 m
A = H·b = 2.5·1 = 2.5 m²
gated = 4 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·5.25·2.5 = 113.3 kN

Answer

F = 113.3 kN
13.Continuity & Bernoulli

Answer: v = 31.62 m/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.

Bernoulli to the stagnation point

The flow comes to rest at the tip, so its kinetic energy shows up as extra pressure.

p0 − p = ½ρv²
v = √(2·600/1.2) = 31.62 m/s

Answer

v = 31.62 m/s
14.Continuity & Bernoulli

Answer: p2 = 200.8 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 = 0.75·(100/40)² = 4.688 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 4.688²)/1000 = −10.71 kPa
ρgΔz = 1000·9.81·8/1000 = 78.48 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 290 + (−10.71) − 78.48 = 200.8 kPa

Answer

p2 = 200.8 kPa
15.Ideal gas law

Answer: P = 1242 kPa

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

Moles

n = m/M = 210/44.01 = 4.772 mol
T = 40 + 273.15 = 313.1 K

Pressure

P = nRT/V = 4.772·8.314·313.1/0.01 = 1242 kPa

Answer

P = 1242 kPa
16.Ideal gas law

Answer: ρ = 5.212 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 60 + 273.15 = 333.1 K

Density

ρ = 900·16.04/(8.314·333.1) = 5.212 kg/m³

Answer

ρ = 5.212 kg/m³
17.Heat engines & refrigerators

Answer: Q̇H = 5.069 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 = 35 + 273.15 = 308.1 K
TL = -30 + 273.15 = 243.1 K

Reversible heat ratio

Q̇H = Q̇L·TH/TL = 4·308.1/243.1 = 5.069 kW

Answer

Q̇H = 5.069 kW

Power input: Ẇ = 1.069 kW.

18.Heat engines & refrigerators

Answer: COPmax = 9.827

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 = 30 + 273.15 = 303.1 K
TL = 2 + 273.15 = 275.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 275.1/(303.1 − 275.1) = 9.827

Answer

COPmax = 9.827
19.Waves, sound & optics

Answer: hi = −4 cm

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.

Thin-lens equation

1/di = 1/f − 1/do = 1/8 − 1/12
di = 24 cm
FF12 cmf = 8 cm

Magnification and height

m = −24/12 = −2
hi = −2·2 = −4 cm

Answer

hi = −4 cm
20.Waves, sound & optics

Answer: θ3 = 20.7 °

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, …

Line spacing

d = 1/200 mm = 5 × 10⁻⁶ m

Grating equation

sin θ = mλ/d = 3·589 × 10⁻⁹/(5 × 10⁻⁶) = 0.3534
θ = 20.7°

Answer

θ3 = 20.7°

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