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)0.9 s22.22

A driver moving at 80 km/h sees an obstacle. Her reaction time is 0.9 s, after which the car brakes with a constant deceleration of 5.5 m/s². Find the total stopping distance d from the moment she sees the obstacle.

v₀ = 80 km/htr = 0.9 sa = −5.5 m/s²
d = m
2.KinematicsHard
AB: 29 m/s40 m

Ball A is dropped from rest from a height of 40 m. At the same instant ball B is thrown straight up from the ground directly below at 29 m/s. Ignore air resistance and use g = 9.81 m/s². At what height y above the ground do they meet?

H = 40 mv0B = 29 m/sg = 9.81 m/s²
y = m
3.Newton’s lawsMedium
θ = 45°a = ?m = 11 kg

An 11 kg block slides down a slope at 45° to the horizontal. The coefficient of kinetic friction is 0.15. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 11 kgθ = 45°μ = 0.15g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 7 kg6 kgμ = 0.1

A 7 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 0.1. Use g = 9.81 m/s². Find the acceleration a of the system.

m1 = 7 kgm2 = 6 kgμ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 36 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 = 36 m/sθ = 40°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 25 mv0​ = 19 m/s35°x = ?

A ball is launched at 35° above horizontal from the top of a 25 m cliff. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 19 m/sθ = 35°h = 25 mg = 9.81 m/s²
x = m
7.Work & energyMedium
40°d = 13 mμ = 0.25

A 5 kg block slides 13 m down a slope at 40° to the horizontal, with a coefficient of kinetic friction of 0.25. Find the work Wf done against friction.

m = 5 kgθ = 40°μ = 0.25d = 13 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 5.6 mR = 2 mN = ?

A 0.5 kg cart is released from rest at a height of 5.6 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 = 0.5 kgh = 5.6 mR = 2 mg = 9.81 m/s²
N = N
9.Momentum & collisionsMedium
0.5 kg6 m/s1 kg

A 0.5 kg glider moving at 6 m/s makes a perfectly elastic head-on collision with a 1 kg glider at rest on a frictionless track. Find the velocity v′2 of the second glider after the collision.

m1 = 0.5 kgm2 = 1 kgv1 = 6 m/sv2 = 0
v′2 = m/s
10.Momentum & collisionsHard
900 kgv1​ = ?1300 kg

A 900 kg car runs into a parked 1300 kg car. The wrecks lock together and skid 16.5 m before stopping. The coefficient of kinetic friction between tyres and road is 0.75. Use g = 9.81 m/s². Find the speed v1 of the first car just before the collision.

m1 = 900 kgm2 = 1300 kgd = 16.5 mμ = 0.75g = 9.81 m/s²
v1 = m/s
11.Hydrostatic forceMedium
gated = 1 mH = 2 m

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

A vertical rectangular gate 2 m wide sits in the wall of a tank of glycerin, with its top edge 3 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 3 mH = 2.5 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
v = ?p0​pp0​ − p = 26 kPastagnation point

A pitot-static tube in a water pipe reads a difference of 26 kPa between the stagnation pressure and the static pressure. Find the water velocity v at the tip.

p0 − p = 26 kPaρ = 1000 kg/m³
v = m/s
14.Continuity & BernoulliHard
12d1​ = 100 mm, p1​ = 280 kPad2​ = 50 mm, p2​ = ?Δz = 7 m

Water flows up through a pipe that narrows from 100 mm to 50 mm while rising 7 m. At section 1 the pressure is 280 kPa and the velocity is 2 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 50 mmp1 = 280 kPav1 = 2 m/sΔz = 7 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
20 g of HeP = 150 kPaT = 75 °CV = ?

What volume V does 20 g of He occupy at 150 kPa and 75 °C? Treat it as an ideal gas.

m = 20 gM = 4.003 g/molP = 150 kPaT = 75 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
He, M = 4.003 g/molP = 900 kPaT = 150 °Cρ = ?

Find the density ρ of He at 900 kPa and 150 °C, treating it as an ideal gas.

M = 4.003 g/molP = 900 kPaT = 150 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 250 °CTL​ = 15 °CEQH​QL​W

A heat engine works between a hot reservoir at 250 °C and a cold reservoir at 15 °C. Find the highest possible thermal efficiency ηmax.

TH = 250 °CTL = 15 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 20 °CTL​ = -5 °CHPQ̇H​ = 9 kWQ̇L​Ẇ = ?

A heat pump keeps a house at 20 °C while it is -5 °C outside, delivering 9 kW of heat to the house. Find the minimum power input Ẇmin.

TH = 20 °CTL = -5 °CQ̇H = 9 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
FFdo​ = 18 cmf = 12 cm

An object stands 18 cm in front of a thin converging lens with a focal length of 12 cm. Find the image distance di. Use the sign convention 1/f = 1/do + 1/di (f < 0 for a diverging lens, di < 0 for a virtual image).

do = 18 cmf = 12 cm
di = cm
20.Waves, sound & opticsHard
λ = 550 nmd = 0.5 mmL = 2 m

Light of wavelength 550 nm falls on two slits 0.5 mm apart. The screen is 2 m away. Find the spacing Δy between neighbouring bright fringes.

λ = 550 nmd = 0.5 mmL = 2 m
Δy = mm

3Solutions

1.Kinematics

Answer: d = 64.89 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 = 80/3.6 = 22.22 m/s

Reaction distance

d1 = v₀·tr = 22.22·0.9 = 20 m

Braking distance

d2 = v₀²/(2a) = 22.22²/(2·5.5) = 44.89 m

Total

d = 20 + 44.89 = 64.89 m

Answer

d = 64.89 m
2.Kinematics

Answer: y = 30.67 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.

Meeting time

Up is positive, the ground is y = 0.

40 − ½g·t² = 29·t − ½g·t² → t = 40/29 = 1.379 s

Meeting height

y = 29·1.379 − ½·9.81·1.379² = 30.67 m

Answer

y = 30.67 m
3.Newton’s laws

Answer: a = 5.896 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° − 0.15·cos 45°) = 9.81·(0.7071 − 0.1061) = 5.896 m/s²

Answer

a = 5.896 m/s²
4.Newton’s laws

Answer: a = 3.999 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 − 6.867)/13 = 3.999 m/s²

Answer

a = 3.999 m/s²
5.Projectile motion

Answer: t = 4.718 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 = 36·cos 40° = 27.58 m/s
vy = v0·sin θ = 36·sin 40° = 23.14 m/s

Time in the air

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

t = 2·23.14/9.81 = 4.718 s

Answer

t = 4.718 s
6.Projectile motion

Answer: x = 56.45 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 = 19·cos 35° = 15.56 m/s
vy = v0·sin θ = 19·sin 35° = 10.9 m/s

Time in the air

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

0 = 25 + 10.9·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (10.9 + √(118.8 + 490.5))/9.81 = 3.627 s

Horizontal distance

x = vx·t = 15.56·3.627 = 56.45 m

Answer

x = 56.45 m
7.Work & energy

Answer: Wf = 122.1 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 = 49.05·0.766 = 37.57 N
F = μN = 0.25·37.57 = 9.394 N

Work against friction

Wf = F·d = 9.394·13 = 122.1 J

Answer

Wf = 122.1 J
8.Work & energy

Answer: N = 2.943 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·(5.6 − 4) = 31.39 m²/s²

Forces at the top

m·g = 0.5·9.81 = 4.905 N
N = mv²/R − mg = 0.5·31.39/2 − 4.905 = 2.943 N

Answer

N = 2.943 N

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

9.Momentum & collisions

Answer: v′2 = 4 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 = (0.5 − 1)/(0.5 + 1)·6 = −2 m/s
v′2 = 2·0.5/(0.5 + 1)·6 = 4 m/s

Answer

v′2 = 4 m/s
10.Momentum & collisions

Answer: v1 = 38.09 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.

Speed after the collision

V = √(2·μ·g·d) = √(2·0.75·9.81·16.5) = 15.58 m/s

Momentum in the collision

m1·v1 = (m1 + m2)·V → v1 = 2200·15.58/900 = 38.09 m/s

Answer

v1 = 38.09 m/s
(137.1 km/h)
11.Hydrostatic force

Answer: F = 78.48 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 = 2·2 = 4 m²
gated = 1 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·2·4 = 78.48 kN

Answer

F = 78.48 kN
12.Hydrostatic force

Answer: ycp = 4.373 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 = 3 + 2.5/2 = 4.25 m
A = H·b = 2.5·2 = 5 m²
gated = 3 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·4.25·5 = 262.7 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) = 4.25 + 2.604/(4.25·5) = 4.373 m

Answer

ycp = 4.373 m
13.Continuity & Bernoulli

Answer: v = 7.211 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 = √(2·26000/1000) = 7.211 m/s

Answer

v = 7.211 m/s
14.Continuity & Bernoulli

Answer: p2 = 181.3 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 = 2·(100/50)² = 8 m/s
½ρ(v1² − v2²) = ½·1000·(2² − 8²)/1000 = −30 kPa
ρgΔz = 1000·9.81·7/1000 = 68.67 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 280 + (−30) − 68.67 = 181.3 kPa

Answer

p2 = 181.3 kPa
15.Ideal gas law

Answer: V = 96.41 L

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

Moles

n = 20/4.003 = 4.996 mol
T = 75 + 273.15 = 348.1 K

Volume

V = nRT/P = 4.996·8.314·348.1/150 = 96.41 L

Answer

V = 96.41 L
16.Ideal gas law

Answer: ρ = 1.024 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 150 + 273.15 = 423.1 K

Density

ρ = 900·4.003/(8.314·423.1) = 1.024 kg/m³

Answer

ρ = 1.024 kg/m³
17.Heat engines & refrigerators

Answer: ηmax = 44.92 %

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 = 250 + 273.15 = 523.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 288.1/523.1 = 44.92 %

Answer

ηmax = 44.92 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.7675 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 = 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

Minimum power

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

Ẇmin = Q̇H/COP = 9/11.73 = 0.7675 kW

Answer

Ẇmin = 0.7675 kW
19.Waves, sound & optics

Answer: di = 36 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 = 1/12 − 1/18
di = 36 cm
FF18 cmf = 12 cm

Ray diagram

real, on the far side of the lens

Answer

di = 36 cm
20.Waves, sound & optics

Answer: Δy = 2.2 mm

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, …

Fringe spacing

Δy = λL/d = 550 × 10⁻⁹·2/(0.5 × 10⁻³) = 2.2 mm

Answer

Δy = 2.2 mm

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