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)1.984 s13.89

A car driving at 50 km/h brakes with a constant deceleration of 7 m/s² until it stops. Find the braking distance s.

v₀ = 50 km/ha = −7 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 8 m/s20 m

A ball is thrown straight up at 8 m/s from the edge of a roof 20 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 8 m/sh₀ = 20 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
boxv₀ = 11 m/sμ = ?

A box slides across a level floor with an initial speed of 11 m/s and comes to rest after 41 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 11 m/sd = 41 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
m1​ = 2 kg2 kgμ = 0.2

A 2 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 2 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 = 2 kgm2 = 2 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 38 m/sθ = ?R = 120 m

A ball is launched from level ground at 38 m/s and must land 120 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 38 m/sR = 120 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 10 mv0​ = 29 m/s45°x = ?

A ball is launched at 45° above horizontal from the top of a 10 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 29 m/sθ = 45°h = 10 mg = 9.81 m/s²
x = m
7.Work & energyMedium
40°L = 0.5 m5 kg

A 5 kg ball hangs on a light string of length 0.5 m. It is pulled aside until the string makes 40° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 5 kgL = 0.5 mθ = 40°g = 9.81 m/s²
T = N
8.Work & energyHard
h = 6.4 mR = 2 mN = ?

A 1 kg cart is released from rest at a height of 6.4 m on a smooth track that leads into a vertical circular loop of radius 2 m. Find the normal force N the track exerts on the cart at the top of the loop.

m = 1 kgh = 6.4 mR = 2 mg = 9.81 m/s²
N = N
9.Momentum & collisionsMedium
4 kg64 m/s1 kgv′2​ = ?

A 5 kg projectile moving horizontally at 32 m/s explodes into two fragments that move along the same line. The 4 kg fragment continues forwards at 64 m/s. Find the velocity v′2 of the 1 kg fragment (positive in the original direction).

M = 5 kgu = 32 m/sm1 = 4 kgv′1 = 64 m/sm2 = 1 kg
v′2 = m/s
10.Momentum & collisionsHard
13 m/s5 m/s

A 0.6 kg ball hits a wall at 13 m/s and bounces straight back at 5 m/s. The contact lasts 5 ms. Find the average force Favg of the wall on the ball.

m = 0.6 kgvin = 13 m/svout = 5 m/sΔt = 5 ms
Favg = N
11.Hydrostatic forceMedium
gated = 4 mH = 1.5 m

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

d = 4 mH = 1.5 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 2 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 = 2 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 110 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 100 mm. In the wide section the pressure is 110 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 100 mmp1 = 110 kPav1 = 0.5 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 200 mm, p1​ = 300 kPad2​ = 100 mm, p2​ = ?Δz = 3 m

Water flows up through a pipe that narrows from 200 mm to 100 mm while rising 3 m. At section 1 the pressure is 300 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 200 mmd2 = 100 mmp1 = 300 kPav1 = 1.25 m/sΔz = 3 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
200 g of CO₂V = 20 LT = 25 °CP = ?

A tank of 20 L contains 200 g of CO₂ at 25 °C. Treat it as an ideal gas and find the pressure P.

m = 200 gM = 44.01 g/molV = 20 LT = 25 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 100 kPa, 5 L, 40 °C to 400 kPa and 100 °C. Find the new volume V2.

P1 = 100 kPaV1 = 5 LT1 = 40 °CP2 = 400 kPaT2 = 100 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 475 °CTL​ = ?EQH​ = 2700 kJQL​ = 986 kJW

A reversible (Carnot) heat engine takes in 2700 kJ of heat from a reservoir at 475 °C and rejects 986 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 475 °CQH = 2700 kJQL = 986 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 20 °CTL​ = -5 °CHPQ̇H​ = 8 kWQ̇L​Ẇ

A heat pump keeps a house at 20 °C while it is -5 °C outside, delivering 8 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 20 °CTL = -5 °CQ̇H = 8 kW
COPmax =
19.Waves, sound & opticsMedium
θc = ?90°diamond, n1​ = 2.42glycerol, n2​ = 1.47

Light travels in diamond (n = 2.42) towards a flat boundary with glycerol (n = 1.47). Find the critical angle θc beyond which it is totally reflected.

n1 = 2.42n2 = 1.47
θc = °
20.Waves, sound & opticsHard
θa​ = ?n1​ = 1.55n2​ = 1.47n0​ = 1.00

An optical fibre has a core with n₁ = 1.55 and a cladding with n₂ = 1.47. 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 = 1.55n2 = 1.47n0 = 1.00
θa = °

3Solutions

1.Kinematics

Answer: s = 13.78 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/(2·7) = 13.78 m

Answer

s = 13.78 m
2.Kinematics

Answer: hmax = 23.26 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 = 8²/(2·9.81) = 3.262 m

Height above the ground

hmax = 20 + 3.262 = 23.26 m

Answer

hmax = 23.26 m
3.Newton’s laws

Answer: μ = 0.1504

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

a = v₀²/(2d) = 11²/(2·41) = 1.476 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 1.476/9.81 = 0.1504

Answer

μ = 0.1504
4.Newton’s laws

Answer: a = 3.924 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) = (19.62 − 3.924)/4 = 3.924 m/s²

Answer

a = 3.924 m/s²
5.Projectile motion

Answer: θ = 27.31 °

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 = 9.81·120/38² = 0.8152

Angle

2θ = 54.61° → θ = 27.31°

Answer

θ = 27.31°

The other solution is 90° − θ = 62.69°.

6.Projectile motion

Answer: x = 94.77 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 = 29·cos 45° = 20.51 m/s
vy = v0·sin θ = 29·sin 45° = 20.51 m/s

Time in the air

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

0 = 10 + 20.51·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (20.51 + √(420.5 + 196.2))/9.81 = 4.622 s

Horizontal distance

x = vx·t = 20.51·4.622 = 94.77 m

Answer

x = 94.77 m
7.Work & energy

Answer: T = 72 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) = 2·9.81·0.5·(1 − cos 40°) = 2.295 m²/s²

Forces at the bottom

m·g = 5·9.81 = 49.05 N
T = mg + mv²/L = 49.05 + 5·2.295/0.5 = 72 N

Answer

T = 72 N

Check: T = mg(3 − 2cos θ) = 72 N.

8.Work & energy

Answer: N = 13.73 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 top

v² = 2g(h − 2R) = 2·9.81·(6.4 − 4) = 47.09 m²/s²

Forces at the top

m·g = 1·9.81 = 9.81 N
N = mv²/R − mg = 1·47.09/2 − 9.81 = 13.73 N

Answer

N = 13.73 N

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

9.Momentum & collisions

Answer: v′2 = −96 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 = 5·32 = 160 kg·m/s

Momentum after

160 = 4·64 + 1·v′2
v′2 = (160 − 256)/1 = −96 m/s

Answer

v′2 = −96 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: Favg = 2160 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·(5 + 13) = 10.8 N·s

Average force

Favg = J/Δt = 10.8/0.005 = 2160 N

Answer

Favg = 2160 N
11.Hydrostatic force

Answer: F = 69.9 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 + 1.5/2 = 4.75 m
A = H·b = 1.5·1 = 1.5 m²
gated = 4 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·4.75·1.5 = 69.9 kN

Answer

F = 69.9 kN
12.Hydrostatic force

Answer: F = 39.24 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 + 2/2 = 2 m
A = H·b = 2·1 = 2 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·2 = 39.24 kN

Answer

F = 39.24 kN
13.Continuity & Bernoulli

Answer: p2 = 108.1 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 = 0.5·(200/100)² = 2 m/s
½ρ(v1² − v2²) = ½·1000·(0.5² − 2²)/1000 = −1.875 kPa
p2 = p1 + ½ρ(v1² − v2²) = 110 + (−1.875) = 108.1 kPa

Answer

p2 = 108.1 kPa
14.Continuity & Bernoulli

Answer: p2 = 258.9 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 = 1.25·(200/100)² = 5 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 5²)/1000 = −11.72 kPa
ρgΔz = 1000·9.81·3/1000 = 29.43 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 300 + (−11.72) − 29.43 = 258.9 kPa

Answer

p2 = 258.9 kPa
15.Ideal gas law

Answer: P = 563.2 kPa

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

Moles

n = m/M = 200/44.01 = 4.544 mol
T = 25 + 273.15 = 298.1 K

Pressure

P = nRT/V = 4.544·8.314·298.1/0.02 = 563.2 kPa

Answer

P = 563.2 kPa
16.Ideal gas law

Answer: V2 = 1.49 L

Combined gas law: for a fixed amount of ideal gas, P1V1/T1 = P2V2/T2.

Absolute temperatures

T1 = 313.1 K, T2 = 373.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 5·(100/400)·(373.1/313.1) = 1.49 L

Answer

V2 = 1.49 L
17.Heat engines & refrigerators

Answer: TL = 0.0633 °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 temperature of the source

TH = 475 + 273.15 = 748.1 K

Reversible heat ratio

TL = TH·QL/QH = 748.1·986/2700 = 273.2 K = 0.0633 °C

Answer

TL = 0.0633 °C
18.Heat engines & refrigerators

Answer: COPmax = 11.73

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 = 20 + 273.15 = 293.1 K
TL = -5 + 273.15 = 268.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 293.1/(293.1 − 268.1) = 11.73

Answer

COPmax = 11.73
19.Waves, sound & optics

Answer: θc = 37.4 °

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 = 1.47/2.42 = 0.6074

Critical angle

θc = arcsin(0.6074) = 37.4°

Answer

θc = 37.4°
20.Waves, sound & optics

Answer: θa = 29.44 °

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 = 1.47/1.55 = 0.9484 → θc = 71.51°

Numerical aperture

NA = √(1.55² − 1.47²) = 0.4915

Acceptance angle

θa = arcsin(0.4915) = 29.44°

Answer

θa = 29.44°

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