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)1.3 s16.67

A driver moving at 60 km/h sees an obstacle. Her reaction time is 1.3 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 = 1.3 sa = −7.5 m/s²
d = m
2.KinematicsHard
v₀ = 9 m/s5 m

A ball is thrown straight up at 9 m/s from the edge of a roof 5 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 = 5 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 20°a = ?m = 6 kg

A 6 kg block slides down a slope at 20° 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 = 6 kgθ = 20°μ = 0.25g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 6.5 kg6 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 6 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 = 6 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 16 m/s40°range

A ball is launched at 40° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 16 m/sθ = 40°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 35 mv0​ = 25 m/s60°x = ?

A ball is launched at 60° above horizontal from the top of a 35 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 25 m/sθ = 60°h = 35 mg = 9.81 m/s²
x = m
7.Work & energyMedium
25°d = 15 mμ = 0.15

A 10 kg block slides 15 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.15. Find the work Wf done against friction.

m = 10 kgθ = 25°μ = 0.15d = 15 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
8 kg5 kgμ = 0.2d = 3 m

An 8 kg block rests on a rough horizontal table (μ = 0.2). A light string runs from it over a smooth pulley at the edge of the table to a hanging 5 kg block. The system is released from rest. Find the speed v of the blocks after the hanging block has dropped 3 m.

m1 = 8 kgm2 = 5 kgμ = 0.2d = 3 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1 kg3 m/s5 kg

A 1 kg glider moving at 3 m/s makes a perfectly elastic head-on collision with a 5 kg glider at rest on a frictionless track. Find the velocity v′1 of the first glider after the collision (positive in its original direction).

m1 = 1 kgm2 = 5 kgv1 = 3 m/sv2 = 0
v′1 = m/s
10.Momentum & collisionsHard
12 m/s7 m/s

A 0.6 kg ball hits a wall at 12 m/s and bounces straight back at 7 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.

m = 0.6 kgvin = 12 m/svout = 7 m/sΔt = 50 ms
Favg = N
11.Hydrostatic forceMedium
gated = 2 mH = 2 m

A vertical rectangular gate 1.5 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 = 2 mb = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 3 mH = 2.5 m

A vertical rectangular gate 1 m wide sits in the wall of a tank of water, with its top edge 3 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 3 mH = 2.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
Q = ?d = 50 mm, Cd​ = 0.63h = 1 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 50 mm. The water level is kept 1 m above the orifice and the discharge coefficient is 0.63. Find the flow rate Q. Use g = 9.81 m/s².

d = 50 mmh = 1 mCd = 0.63g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
H = ?d1​ = 75 mmp1​ = 50 kPad2​ = 25 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 75 mm and a gauge pressure of 50 kPa. The nozzle exit diameter is 25 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².

d1 = 75 mmp1 = 50 kPa (gauge)d2 = 25 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
220 g of O₂P = 300 kPaT = 100 °CV = ?

What volume V does 220 g of O₂ occupy at 300 kPa and 100 °C? Treat it as an ideal gas.

m = 220 gM = 32 g/molP = 300 kPaT = 100 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
O₂, M = 32 g/molP = 250 kPaT = 160 °Cρ = ?

Find the density ρ of O₂ at 250 kPa and 160 °C, treating it as an ideal gas.

M = 32 g/molP = 250 kPaT = 160 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 625 °CTL​ = 35 °CEQH​ = 2000 kJQL​W = ?

A heat engine works between a hot reservoir at 625 °C and a cold reservoir at 35 °C. It takes in 2000 kJ of heat. Find the most work Wmax it could possibly produce.

TH = 625 °CTL = 35 °CQH = 2000 kJ
Wmax = kJ
18.Heat engines & refrigeratorsHard
600 °CTm​ = ?15 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 600 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 15 °C. Both engines produce the same work. Find Tm in °C.

TH = 600 °CTL = 15 °C
Tm = °C
19.Waves, sound & opticsMedium
S15 m/sOf = 600 Hz

A source of 600 Hz moves at 15 m/s away from a stationary observer. The speed of sound is 343 m/s. Find the frequency f′ that the observer hears.

f = 600 Hzv = 343 m/svs = 15 m/s
f′ = Hz
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.46n2​ = 1.45n0​ = 1.00

An optical fibre has a core with n₁ = 1.46 and a cladding with n₂ = 1.45. Find the largest angle θa to the fibre axis at which light from air can enter the end of the fibre and still be guided by total internal reflection.

n1 = 1.46n2 = 1.45n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: d = 40.19 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 = 16.67·1.3 = 21.67 m

Braking distance

d2 = v₀²/(2a) = 16.67²/(2·7.5) = 18.52 m

Total

d = 21.67 + 18.52 = 40.19 m

Answer

d = 40.19 m
2.Kinematics

Answer: t = 2.282 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.

−5 = 9·t − ½·9.81·t²
4.905·t² − 9·t − 5 = 0

Solve the quadratic

Only the positive root is physical.

t = (9 + √(9² + 2·9.81·5))/9.81 = 2.282 s

Answer

t = 2.282 s
3.Newton’s laws

Answer: a = 1.051 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 20° − 0.25·cos 20°) = 9.81·(0.342 − 0.2349) = 1.051 m/s²

Answer

a = 1.051 m/s²
4.Newton’s laws

Answer: a = 3.689 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) = (58.86 − 12.75)/12.5 = 3.689 m/s²

Answer

a = 3.689 m/s²
5.Projectile motion

Answer: t = 2.097 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 = 16·cos 40° = 12.26 m/s
vy = v0·sin θ = 16·sin 40° = 10.28 m/s

Time in the air

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

t = 2·10.28/9.81 = 2.097 s

Answer

t = 2.097 s
6.Projectile motion

Answer: x = 70.9 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 = 25·cos 60° = 12.5 m/s
vy = v0·sin θ = 25·sin 60° = 21.65 m/s

Time in the air

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

0 = 35 + 21.65·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (21.65 + √(468.8 + 686.7))/9.81 = 5.672 s

Horizontal distance

x = vx·t = 12.5·5.672 = 70.9 m

Answer

x = 70.9 m
7.Work & energy

Answer: Wf = 200 J

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).

Friction force

N = mg·cos θ = 98.1·0.9063 = 88.91 N
F = μN = 0.15·88.91 = 13.34 N

Work against friction

Wf = F·d = 13.34·15 = 200 J

Answer

Wf = 200 J
8.Work & energy

Answer: v = 3.924 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 released and lost

m₂g·d = 49.05·3 = 147.2 J
μ·m₁g·d = 0.2·78.48·3 = 47.09 J

Kinetic energy of both blocks

½(m₁ + m₂)v² = 100.1 → v = √(2·100.1/13) = 3.924 m/s

Answer

v = 3.924 m/s
9.Momentum & collisions

Answer: v′1 = −2 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 = (1 − 5)/(1 + 5)·3 = −2 m/s
v′2 = 2·1/(1 + 5)·3 = 1 m/s

Answer

v′1 = −2 m/s

The minus sign means the first glider bounces back.

10.Momentum & collisions

Answer: Favg = 228 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 = 0.6·(7 + 12) = 11.4 N·s

Average force

Favg = J/Δt = 11.4/0.05 = 228 N

Answer

Favg = 228 N
11.Hydrostatic force

Answer: F = 88.29 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 + 2/2 = 3 m
A = H·b = 2·1.5 = 3 m²
gated = 2 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3·3 = 88.29 kN

Answer

F = 88.29 kN
12.Hydrostatic force

Answer: F = 104.2 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 = 3 + 2.5/2 = 4.25 m
A = H·b = 2.5·1 = 2.5 m²
gated = 3 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.25·2.5 = 104.2 kN

Answer

F = 104.2 kN
13.Continuity & Bernoulli

Answer: Q = 5.479 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) = √(2·9.81·1) = 4.429 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.63·0.001963·4.429 = 0.005479 m³/s = 5.479 L/s

Answer

Q = 5.479 L/s
14.Continuity & Bernoulli

Answer: H = 5.161 m

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.

Exit velocity

β = 25/75 = 0.3333
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·50000/(1000·0.9877)) = 10.06 m/s

Height of the jet

Bernoulli along the jet: at the top the velocity is zero and the pressure is atmospheric again.

H = v2²/(2g) = 10.06²/(2·9.81) = 5.161 m

Answer

H = 5.161 m
15.Ideal gas law

Answer: V = 71.1 L

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

Moles

n = 220/32 = 6.875 mol
T = 100 + 273.15 = 373.1 K

Volume

V = nRT/P = 6.875·8.314·373.1/300 = 71.1 L

Answer

V = 71.1 L
16.Ideal gas law

Answer: ρ = 2.221 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 160 + 273.15 = 433.1 K

Density

ρ = 250·32/(8.314·433.1) = 2.221 kg/m³

Answer

ρ = 2.221 kg/m³
17.Heat engines & refrigerators

Answer: Wmax = 1314 kJ

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 = 625 + 273.15 = 898.1 K
TL = 35 + 273.15 = 308.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 308.1/898.1 = 65.69 %

Maximum work

Wmax = ηmax·QH = 0.6569·2000 = 1314 kJ

Answer

Wmax = 1314 kJ
18.Heat engines & refrigerators

Answer: Tm = 307.5 °C

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 = 600 + 273.15 = 873.1 K
TL = 15 + 273.15 = 288.1 K

Equal work

W = Q·(1 − Tlow/Thigh) and Q/T is the same at every reservoir, so W is proportional to the temperature drop.

Tm = (873.1 + 288.1)/2 = 580.6 K = 307.5 °C

Answer

Tm = 307.5 °C
19.Waves, sound & optics

Answer: f′ = 574.9 Hz

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|.

Doppler formula

f′ = f·(v − vo)/(v + vs) = 600·(343 − 0)/(343 + 15)
f′ = 574.9 Hz

Answer

f′ = 574.9 Hz
20.Waves, sound & optics

Answer: θa = 9.822 °

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.

Critical angle at the cladding

sin θc = 1.45/1.46 = 0.9932 → θc = 83.29°

Numerical aperture

NA = √(1.46² − 1.45²) = 0.1706

Acceptance angle

θa = arcsin(0.1706) = 9.822°

Answer

θa = 9.822°

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