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 m/s² until it stops. How long does braking take? Find t.

v₀ = 90 km/ha = −6 m/s²v = 0
t = s
2.KinematicsHard
v₀ = 18 m/s40 m

A ball is thrown straight up at 18 m/s from the edge of a roof 40 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 = 18 m/sh₀ = 40 mg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 45°a = ?m = 5 kg

A 5 kg block slides down a frictionless slope at 45° to the horizontal. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 5 kgθ = 45°μ = 0g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 1 kg0.5 kgμ = 0.2

A 1 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 0.5 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 = 1 kgm2 = 0.5 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = ?45°R = 110 m

A ball is launched from level ground at 45° above the horizontal and lands 110 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 45°R = 110 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
h = 20 mv0​ = 32 m/s25°x = ?

A ball is launched at 25° above horizontal from the top of a 20 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 32 m/sθ = 25°h = 20 mg = 9.81 m/s²
x = m
7.Work & energyMedium
25°d = 14 mμ = 0.2

A block slides from rest down a slope at 25° to the horizontal. The coefficient of kinetic friction is 0.2. Find its speed v after it has slid 14 m along the slope.

θ = 25°μ = 0.2d = 14 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 3.9 mR = 1.5 mN = ?

A 2 kg cart is released from rest at a height of 3.9 m on a smooth track that leads into a vertical circular loop of radius 1.5 m. Find the normal force N the track exerts on the cart at the top of the loop.

m = 2 kgh = 3.9 mR = 1.5 mg = 9.81 m/s²
N = N
9.Momentum & collisionsMedium
1 kg31 m/s6 kgv′2​ = ?

A 7 kg projectile moving horizontally at 19 m/s explodes into two fragments that move along the same line. The 1 kg fragment continues forwards at 31 m/s. Find the velocity v′2 of the 6 kg fragment (positive in the original direction).

M = 7 kgu = 19 m/sm1 = 1 kgv′1 = 31 m/sm2 = 6 kg
v′2 = m/s
10.Momentum & collisionsHard
8 m/s14 m/s

A 0.45 kg ball hits a wall at 8 m/s and bounces straight back at 14 m/s. The contact lasts 10 ms. Find the average force Favg of the wall on the ball.

m = 0.45 kgvin = 8 m/svout = 14 m/sΔt = 10 ms
Favg = N
11.Hydrostatic forceMedium
gated = 0.5 mH = 1 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of water, with its top edge 0.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 0.5 mH = 1 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 2.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of oil, with its top edge 1.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1.5 mH = 2.5 mb = 2 mρ = 880 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
d1​ = 100 mmd2​ = 60 mm12p1​ − p2​ = 15 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 100 mm and a throat diameter of 60 mm. The pressure at the inlet is 15 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 100 mmd2 = 60 mmp1 − p2 = 15 kPaρ = 1000 kg/m³
Q = L/s
14.Continuity & BernoulliHard
12d1​ = 200 mm, p1​ = 150 kPad2​ = 100 mm, p2​ = ?Δz = 10 m

Water flows up through a pipe that narrows from 200 mm to 100 mm while rising 10 m. At section 1 the pressure is 150 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 200 mmd2 = 100 mmp1 = 150 kPav1 = 0.75 m/sΔz = 10 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
470 g of CO₂P = 650 kPaT = 100 °CV = ?

What volume V does 470 g of CO₂ occupy at 650 kPa and 100 °C? Treat it as an ideal gas.

m = 470 gM = 44.01 g/molP = 650 kPaT = 100 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 400 kPa, 2 L, 25 °C to 750 kPa and 80 °C. Find the new volume V2.

P1 = 400 kPaV1 = 2 LT1 = 25 °CP2 = 750 kPaT2 = 80 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 650 °CTL​ = ?EQH​ = 700 kJQL​ = 241 kJW

A reversible (Carnot) heat engine takes in 700 kJ of heat from a reservoir at 650 °C and rejects 241 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 650 °CQH = 700 kJQL = 241 kJ
TL = °C
18.Heat engines & refrigeratorsHard
1200 °CTm​ = ?20 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 1200 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 20 °C. Both engines have the same thermal efficiency. Find Tm in °C.

TH = 1200 °CTL = 20 °C
Tm = °C
19.Waves, sound & opticsMedium
FF2 cmdo​ = 10 cmf = 20 cm

An object 2 cm tall stands 10 cm in front of a thin converging lens with a focal length of 20 cm. Find the image height hi (negative for an inverted image).

ho = 2 cmdo = 10 cmf = 20 cm
hi = cm
20.Waves, sound & opticsHard
λ = ?d = 0.4 mmL = 1.2 m8.835 mm

Two slits 0.4 mm apart are lit with monochromatic light. On a screen 1.2 m away, bright fringe number 5 lies 8.835 mm from the central fringe. Find the wavelength λ.

d = 0.4 mmL = 1.2 my5 = 8.835 mmm = 5
λ = nm

3Solutions

1.Kinematics

Answer: t = 4.167 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 = 4.167 s

Answer

t = 4.167 s
2.Kinematics

Answer: t = 5.229 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.

−40 = 18·t − ½·9.81·t²
4.905·t² − 18·t − 40 = 0

Solve the quadratic

Only the positive root is physical.

t = (18 + √(18² + 2·9.81·40))/9.81 = 5.229 s

Answer

t = 5.229 s
3.Newton’s laws

Answer: a = 6.937 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 45° − 0·cos 45°) = 9.81·(0.7071 − 0) = 6.937 m/s²

Answer

a = 6.937 m/s²
4.Newton’s laws

Answer: a = 1.962 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) = (4.905 − 1.962)/1.5 = 1.962 m/s²

Answer

a = 1.962 m/s²
5.Projectile motion

Answer: v0 = 32.85 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.

Solve the range formula for v₀

v₀ = √(g·R/sin 2θ) = √(9.81·110/sin 90°) = 32.85 m/s

Answer

v0 = 32.85 m/s
6.Projectile motion

Answer: x = 110.9 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 = 32·cos 25° = 29 m/s
vy = v0·sin θ = 32·sin 25° = 13.52 m/s

Time in the air

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

0 = 20 + 13.52·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (13.52 + √(182.9 + 392.4))/9.81 = 3.824 s

Horizontal distance

x = vx·t = 29·3.824 = 110.9 m

Answer

x = 110.9 m
7.Work & energy

Answer: v = 8.142 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 balance along the slope

The block drops a height d·sin θ while friction removes μmg·cos θ·d. The mass cancels.

½v² = g·d·(sin θ − μ·cos θ)
v = √(2·9.81·14·(0.4226 − 0.2·0.9063)) = 8.142 m/s

Answer

v = 8.142 m/s
8.Work & energy

Answer: N = 3.924 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·(3.9 − 3) = 17.66 m²/s²

Forces at the top

m·g = 2·9.81 = 19.62 N
N = mv²/R − mg = 2·17.66/1.5 − 19.62 = 3.924 N

Answer

N = 3.924 N

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

9.Momentum & collisions

Answer: v′2 = 17 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 = 7·19 = 133 kg·m/s

Momentum after

133 = 1·31 + 6·v′2
v′2 = (133 − 31)/6 = 17 m/s

Answer

v′2 = 17 m/s
10.Momentum & collisions

Answer: Favg = 990 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 = 0.45·(14 + 8) = 9.9 N·s

Average force

Favg = J/Δt = 9.9/0.01 = 990 N

Answer

Favg = 990 N
11.Hydrostatic force

Answer: F = 19.62 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 = 0.5 + 1/2 = 1 m
A = H·b = 1·2 = 2 m²
gated = 0.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·1·2 = 19.62 kN

Answer

F = 19.62 kN
12.Hydrostatic force

Answer: ycp = 2.939 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 + 2.5/2 = 2.75 m
A = H·b = 2.5·2 = 5 m²
gated = 1.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 880·9.81·2.75·5 = 118.7 kN

Centre of pressure

Pressure grows with depth, so the resultant acts below the centroid.

Ic = b·H³/12 = 2·2.5³/12 = 2.604 m⁴
ycp = yc + Ic/(yc·A) = 2.75 + 2.604/(2.75·5) = 2.939 m

Answer

ycp = 2.939 m
13.Continuity & Bernoulli

Answer: Q = 16.6 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.

Continuity

v1 = v2·(60/100)² = 0.36·v2

Bernoulli between inlet and throat

The pipe is horizontal, so only pressure and velocity change.

p1 − p2 = ½ρv2²(1 − β⁴)
v2 = √(2·15000/(1000·(1 − 0.1296))) = 5.871 m/s
v1 = 2.114 m/s

Flow rate

Q = A2·v2 = 0.002827·5.871 = 0.0166 m³/s = 16.6 L/s

Answer

Q = 16.6 L/s
14.Continuity & Bernoulli

Answer: p2 = 47.68 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·(200/100)² = 3 m/s
½ρ(v1² − v2²) = ½·1000·(0.75² − 3²)/1000 = −4.219 kPa
ρgΔz = 1000·9.81·10/1000 = 98.1 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 150 + (−4.219) − 98.1 = 47.68 kPa

Answer

p2 = 47.68 kPa
15.Ideal gas law

Answer: V = 50.97 L

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

Moles

n = 470/44.01 = 10.68 mol
T = 100 + 273.15 = 373.1 K

Volume

V = nRT/P = 10.68·8.314·373.1/650 = 50.97 L

Answer

V = 50.97 L
16.Ideal gas law

Answer: V2 = 1.263 L

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

Absolute temperatures

T1 = 298.1 K, T2 = 353.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(400/750)·(353.1/298.1) = 1.263 L

Answer

V2 = 1.263 L
17.Heat engines & refrigerators

Answer: TL = 44.68 °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 = 650 + 273.15 = 923.1 K

Reversible heat ratio

TL = TH·QL/QH = 923.1·241/700 = 317.8 K = 44.68 °C

Answer

TL = 44.68 °C
18.Heat engines & refrigerators

Answer: Tm = 384 °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 = 1200 + 273.15 = 1473 K
TL = 20 + 273.15 = 293.1 K

Equal efficiencies

1 − Tm/TH = 1 − TL/Tm gives Tm² = TH·TL.

Tm = √(1473·293.1) = 657.2 K = 384 °C

Answer

Tm = 384 °C
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 = 1/20 − 1/10
di = −20 cm
FF10 cmf = 20 cm

Magnification and height

m = −(−20)/10 = 2
hi = 2·2 = 4 cm

Answer

hi = 4 cm
20.Waves, sound & optics

Answer: λ = 589 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 = y·d/(mL) = 0.008835·0.0004/(5·1.2) = 5.89 × 10⁻⁷ m = 589 nm

Answer

λ = 589 nm

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