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
a = 3.25 m/s²s = 1900 m

A plane starts from rest and accelerates uniformly at 3.25 m/s² along a runway. Find its speed v after 1900 m.

v₀ = 0a = 3.25 m/s²s = 1900 m
v = m/s
2.KinematicsHard
AB: 24 m/s30 m

Ball A is dropped from rest from a height of 30 m. At the same instant ball B is thrown straight up from the ground directly below at 24 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 30 mv0B = 24 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
θ = 35°a = ?m = 16 kg

A 16 kg block slides down a slope at 35° to the horizontal. The coefficient of kinetic friction is 0.1. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 16 kgθ = 35°μ = 0.1g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
m1​ = 5 kg6 kgμ = 0.2

A 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 = 5 kgm2 = 6 kgμ = 0.2g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = ?20°R = 35 m

A ball is launched from level ground at 20° above the horizontal and lands 35 m away. Ignore air resistance and use g = 9.81 m/s². Find the launch speed v0.

θ = 20°R = 35 mg = 9.81 m/s²
v0 = m/s
6.Projectile motionHard
13 mv0​ = 34 m/s50°x = ?

A ball is thrown from ground level at 34 m/s and 50° above the horizontal. It lands on the flat roof of a building 13 m high, on its way down. Ignore air resistance and use g = 9.81 m/s². Find the horizontal distance x from the launch point to where it lands.

v₀ = 34 m/sθ = 50°hroof = 13 mg = 9.81 m/s²
x = m
7.Work & energyMedium
25°d = 4 mμ = 0.2

A 10 kg block slides 4 m down a slope at 25° to the horizontal, with a coefficient of kinetic friction of 0.2. Find the work Wf done against friction.

m = 10 kgθ = 25°μ = 0.2d = 4 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
F = 20 N35°μ = 0.152 kg

A 2 kg block starts from rest at the bottom of a 35° slope and is pulled up the slope by a constant force of 20 N parallel to the slope. The coefficient of kinetic friction is 0.15. Find the speed v of the block after it has moved 7 m up the slope.

m = 2 kgF = 20 Nθ = 35°μ = 0.15d = 7 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
1400 kg23 m/s1300 kg

A 1400 kg car moving at 23 m/s runs into a stationary 1300 kg car and the two lock together. What percentage ΔK/K of the original kinetic energy is lost?

m1 = 1400 kgv1 = 23 m/sm2 = 1300 kgv2 = 0
ΔK/K = %
10.Momentum & collisionsHard
13 m/s13 m/s

A 0.3 kg ball hits a wall at 13 m/s and bounces straight back at 13 m/s. The contact lasts 20 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.3 kgvin = 13 m/svout = 13 m/sΔt = 20 ms
J = N·s
11.Hydrostatic forceMedium
gated = 3 mH = 2 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 mb = 1 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1.5 mH = 3 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, 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 = 3 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 370 kPad2​ = 25 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 75 mm to 25 mm. In the wide section the pressure is 370 kPa and the velocity is 1 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 25 mmp1 = 370 kPav1 = 1 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 180 kPad2​ = 100 mm, p2​ = ?Δz = 2 m

Water flows up through a pipe that narrows from 150 mm to 100 mm while rising 2 m. At section 1 the pressure is 180 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 100 mmp1 = 180 kPav1 = 3 m/sΔz = 2 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
460 g of HeV = 10 LT = 95 °CP = ?

A tank of 10 L contains 460 g of He at 95 °C. Treat it as an ideal gas and find the pressure P.

m = 460 gM = 4.003 g/molV = 10 LT = 95 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of O₂ goes from 350 kPa, 2 L, 25 °C to 150 kPa and 170 °C. Find the new volume V2.

P1 = 350 kPaV1 = 2 LT1 = 25 °CP2 = 150 kPaT2 = 170 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 350 °CTL​ = 15 °CEQH​QL​η = 27%

A heat engine receives heat from a source at 350 °C and rejects heat to the surroundings at 15 °C. Its actual thermal efficiency is 27%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 350 °CTL = 15 °Cη = 27%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 32 °CTL​ = -10 °CRQ̇H​Q̇L​ = 4 kWẆ = ?

A refrigerator keeps its cold space at -10 °C in a kitchen at 32 °C, removing heat from the cold space at 4 kW. Find the minimum power input Ẇmin.

TH = 32 °CTL = -10 °CQ̇L = 4 kW
Ẇmin = kW
19.Waves, sound & opticsMedium
L = ?n = 7

A pipe closed at one end must have its harmonic number 7 at 750 Hz. The speed of sound is 343 m/s. Find the length L of the pipe.

v = 343 m/sn = 7f7 = 750 Hz
L = m
20.Waves, sound & opticsHard
f1​ = 10 cmf2​ = 5 cm25 cm60 cm

Two thin lenses share an axis, 60 cm apart: lens 1 with f₁ = 10 cm and lens 2 with f₂ = 5 cm. An object stands 25 cm in front of lens 1. Find the position di2 of the final image measured from lens 2 (positive beyond lens 2, real-is-positive convention).

f1 = 10 cmf2 = 5 cms = 60 cmdo = 25 cm
di2 = cm

3Solutions

1.Kinematics

Answer: v = 111.1 m/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.

Speed after the distance

v = √(2·a·s) = √(2·3.25·1900) = 111.1 m/s

Answer

v = 111.1 m/s
(400.1 km/h)
2.Kinematics

Answer: t = 1.25 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.

Meeting time

Up is positive, the ground is y = 0.

30 − ½g·t² = 24·t − ½g·t² → t = 30/24 = 1.25 s

Answer

t = 1.25 s
3.Newton’s laws

Answer: a = 4.823 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 35° − 0.1·cos 35°) = 9.81·(0.5736 − 0.08192) = 4.823 m/s²

Answer

a = 4.823 m/s²
4.Newton’s laws

Answer: a = 4.459 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 − 9.81)/11 = 4.459 m/s²

Answer

a = 4.459 m/s²
5.Projectile motion

Answer: v0 = 23.11 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) = √(9.81·35/sin 40°) = 23.11 m/s

Answer

v0 = 23.11 m/s
6.Projectile motion

Answer: x = 103.9 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

vx = 21.85 m/s, vy = 26.05 m/s

Time to land on the roof

Larger root: the ball is descending.

13 = 26.05·t − 4.905·t²
t = (26.05 + √(26.05² − 2·9.81·13))/9.81 = 4.752 s

Horizontal distance

x = vx·t = 21.85·4.752 = 103.9 m

Answer

x = 103.9 m
7.Work & energy

Answer: Wf = 71.13 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 = 0.2·88.91 = 17.78 N

Work against friction

Wf = F·d = 17.78·4 = 71.13 J

Answer

Wf = 71.13 J
8.Work & energy

Answer: v = 6.66 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).

Forces along the slope

m·g = 2·9.81 = 19.62 N
mg·sin θ = 11.25 N
μ·mg·cos θ = 2.411 N

Work–energy

½mv² = (20 − 13.66)·7 = 44.35 J
v = √(2·44.35/2) = 6.66 m/s

Answer

v = 6.66 m/s
9.Momentum & collisions

Answer: ΔK/K = 48.15 %

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.

Common velocity

v′ = m1·v1/(m1 + m2) = 1400·23/2700 = 11.93 m/s

Kinetic energy before and after

Kbefore = ½·1400·23² = 370300 J
Kafter = ½·2700·11.93² = 192007 J

Fraction lost

ΔK/K = 178293/370300 = 48.15 %

Answer

ΔK/K = 48.15 %

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: J = 7.8 N·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.

Change in momentum

J = m·Δv = 0.3·(13 + 13) = 7.8 N·s

Answer

J = 7.8 N·s
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 = 3 + 2/2 = 4 m
A = H·b = 2·1 = 2 m²
gated = 3 mH = 2 mF

Resultant force

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

Answer

F = 78.48 kN
12.Hydrostatic force

Answer: ycp = 3.25 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 + 3/2 = 3 m
A = H·b = 3·2 = 6 m²
gated = 1.5 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3·6 = 181 kN

Centre of pressure

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

Ic = b·H³/12 = 2·3³/12 = 4.5 m⁴
ycp = yc + Ic/(yc·A) = 3 + 4.5/(3·6) = 3.25 m

Answer

ycp = 3.25 m
13.Continuity & Bernoulli

Answer: p2 = 330 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·(75/25)² = 9 m/s
½ρ(v1² − v2²) = ½·1000·(1² − 9²)/1000 = −40 kPa
p2 = p1 + ½ρ(v1² − v2²) = 370 + (−40) = 330 kPa

Answer

p2 = 330 kPa
14.Continuity & Bernoulli

Answer: p2 = 142.1 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 = 3·(150/100)² = 6.75 m/s
½ρ(v1² − v2²) = ½·1000·(3² − 6.75²)/1000 = −18.28 kPa
ρgΔz = 1000·9.81·2/1000 = 19.62 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 180 + (−18.28) − 19.62 = 142.1 kPa

Answer

p2 = 142.1 kPa
15.Ideal gas law

Answer: P = 35173 kPa

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

Moles

n = m/M = 460/4.003 = 114.9 mol
T = 95 + 273.15 = 368.1 K

Pressure

P = nRT/V = 114.9·8.314·368.1/0.01 = 35173 kPa

Answer

P = 35173 kPa
16.Ideal gas law

Answer: V2 = 6.936 L

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

Absolute temperatures

T1 = 298.1 K, T2 = 443.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(350/150)·(443.1/298.1) = 6.936 L

Answer

V2 = 6.936 L
17.Heat engines & refrigerators

Answer: ηII = 50.22 %

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 = 350 + 273.15 = 623.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηCarnot = 1 − 288.1/623.1 = 53.76 %

Second-law efficiency

ηII = η/ηCarnot = 27/53.76 = 50.22 %

Answer

ηII = 50.22 %
18.Heat engines & refrigerators

Answer: Ẇmin = 0.6384 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 = 32 + 273.15 = 305.1 K
TL = -10 + 273.15 = 263.1 K

Best possible COP

COPR,max = TL/(TH − TL) = 263.1/(305.1 − 263.1) = 6.265

Minimum power

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

Ẇmin = Q̇L/COP = 4/6.265 = 0.6384 kW

Answer

Ẇmin = 0.6384 kW
19.Waves, sound & optics

Answer: L = 0.8003 m

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|.

Wavelength

λ = v/f = 343/750 = 0.4573 m

Length

L = nλ/4 = 7·0.4573/4 = 0.8003 m

Answer

L = 0.8003 m
20.Waves, sound & optics

Answer: di2 = 5.652 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.

Image of lens 1

1/di1 = 1/10 − 1/25 → di1 = 16.67 cm

Object for lens 2

do2 = 60 − 16.67 = 43.33 cm

Final image

1/di2 = 1/5 − 1/43.33 → di2 = 5.652 cm

Answer

di2 = 5.652 cm

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