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)2.778 s12.5

A car driving at 45 km/h brakes with a constant deceleration of 4.5 m/s² until it stops. Find the braking distance s.

v₀ = 45 km/ha = −4.5 m/s²v = 0
s = m
2.KinematicsHard
AB: 30 m/s60 m

Ball A is dropped from rest from a height of 60 m. At the same instant ball B is thrown straight up from the ground directly below at 30 m/s. Ignore air resistance and use g = 9.81 m/s². When do the balls meet? Find t.

H = 60 mv0B = 30 m/sg = 9.81 m/s²
t = s
3.Newton’s lawsMedium
boxv₀ = 7.5 m/sμ = ?

A box slides across a level floor with an initial speed of 7.5 m/s and comes to rest after 9.6 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 7.5 m/sd = 9.6 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
m1​ = 2 kg5 kgμ = 0.1

A 2 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 5 kg mass. The coefficient of kinetic friction between block and table is 0.1. Use g = 9.81 m/s². Find the tension T in the string.

m1 = 2 kgm2 = 5 kgμ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 36 m/s25°range

A ball is launched at 25° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 36 m/sθ = 25°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 55 mv0​ = 28 m/s50°range

A ball is launched at 50° above horizontal from the top of a 55 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 28 m/sθ = 50°h = 55 mg = 9.81 m/s²
t = s
7.Work & energyMedium
54 km/h2°2000 kg

A 2000 kg car drives up a 2° slope at a constant 54 km/h. Air resistance and rolling resistance together amount to 500 N. Find the power P the wheels must deliver, in kW.

m = 2000 kgθ = 2°Fr = 500 Nv = 54 km/hg = 9.81 m/s²
P = kW
8.Work & energyHard
k = 500 N/m20°μ = 0.31 kg

A spring of stiffness 500 N/m at the bottom of a 20° slope is compressed by 12 cm against a 1 kg block and released. The coefficient of kinetic friction between block and slope is 0.3. How far d up the slope does the block travel from the release point before it stops? (Ignore the short distance over which the spring pushes, i.e. take friction and gravity over the whole distance d.)

m = 1 kgk = 500 N/mx = 12 cmθ = 20°μ = 0.3g = 9.81 m/s²
d = m
9.Momentum & collisionsMedium
5 kg34 m/s1 kgv′2​ = ?

A 6 kg projectile moving horizontally at 13 m/s explodes into two fragments that move along the same line. The 5 kg fragment continues forwards at 34 m/s. Find the velocity v′2 of the 1 kg fragment (positive in the original direction).

M = 6 kgu = 13 m/sm1 = 5 kgv′1 = 34 m/sm2 = 1 kg
v′2 = m/s
10.Momentum & collisionsHard
1100 kg11 m/s1100 kg20 m/sθ = ?

At a crossing a 1100 kg car travelling east at 11 m/s collides with a 1100 kg car travelling north at 20 m/s. The cars lock together. Find the direction θ of the wreck just after the collision, measured north of east.

m1 = 1100 kgv1 = 11 m/s (E)m2 = 1100 kgv2 = 20 m/s (N)
θ = °
11.Hydrostatic forceMedium
gated = 3 mH = 1 m

A vertical rectangular gate 3 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 = 1 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 3 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of glycerin, with its top edge 1 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 1 mH = 3 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
Q = ?d = 40 mm, Cd​ = 0.6h = 5 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 40 mm. The water level is kept 5 m above the orifice and the discharge coefficient is 0.6. Find the flow rate Q. Use g = 9.81 m/s².

d = 40 mmh = 5 mCd = 0.6g = 9.81 m/s²
Q = L/s
14.Continuity & BernoulliHard
C212 m3.5 md = 40 mmpC​ = ?

A hose with an inner diameter of 40 mm siphons water from an open tank. The highest point C of the hose is 2 m above the water surface, and the outlet (open to the air) is 3.5 m below the water surface. Ignore losses and take g = 9.81 m/s². Find the absolute pressure pC at point C. The atmospheric pressure is 101.3 kPa.

d = 40 mmzC = +2 mz2 = −3.5 mg = 9.81 m/s²patm = 101.3 kPa
pC = kPa
15.Ideal gas lawMedium
220 g of N₂V = 10 LT = 80 °CP = ?

A tank of 10 L contains 220 g of N₂ at 80 °C. Treat it as an ideal gas and find the pressure P.

m = 220 gM = 28.01 g/molV = 10 LT = 80 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CH₄ goes from 200 kPa, 10 L, 15 °C to 750 kPa and 210 °C. Find the new volume V2.

P1 = 200 kPaV1 = 10 LT1 = 15 °CP2 = 750 kPaT2 = 210 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 575 °CTL​ = 15 °CEQH​QL​W

A heat engine works between a hot reservoir at 575 °C and a cold reservoir at 15 °C. Find the highest possible thermal efficiency ηmax.

TH = 575 °CTL = 15 °C
ηmax = %
18.Heat engines & refrigeratorsHard
1150 °CTm​ = ?25 °CABWA​WB​

Two Carnot engines work in series. Engine A receives heat from a reservoir at 1150 °C and rejects heat to an intermediate reservoir at temperature Tm. Engine B takes all that heat and rejects heat to a reservoir at 25 °C. Both engines have the same thermal efficiency. Find Tm in °C.

TH = 1150 °CTL = 25 °C
Tm = °C
19.Waves, sound & opticsMedium
θc = ?90°crown glass, n1​ = 1.50ethanol, n2​ = 1.36

Light travels in crown glass (n = 1.50) towards a flat boundary with ethanol (n = 1.36). Find the critical angle θc beyond which it is totally reflected.

n1 = 1.50n2 = 1.36
θc = °
20.Waves, sound & opticsHard
f1​ = 10 cmf2​ = 12 cm15 cm25 cm

Two thin lenses share an axis, 25 cm apart: lens 1 with f₁ = 10 cm and lens 2 with f₂ = 12 cm. An object stands 15 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 = 12 cms = 25 cmdo = 15 cm
di2 = cm

3Solutions

1.Kinematics

Answer: s = 17.36 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 = 45/3.6 = 12.5 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 12.5²/(2·4.5) = 17.36 m

Answer

s = 17.36 m
2.Kinematics

Answer: t = 2 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.

60 − ½g·t² = 30·t − ½g·t² → t = 60/30 = 2 s

Answer

t = 2 s
3.Newton’s laws

Answer: μ = 0.2986

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) = 7.5²/(2·9.6) = 2.93 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 2.93/9.81 = 0.2986

Answer

μ = 0.2986
4.Newton’s laws

Answer: T = 15.42 N

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) = (49.05 − 1.962)/7 = 6.727 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 2·6.727 + 1.962 = 15.42 N

Answer

T = 15.42 N
5.Projectile motion

Answer: t = 3.102 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 25° = 32.63 m/s
vy = v0·sin θ = 36·sin 25° = 15.21 m/s

Time in the air

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

t = 2·15.21/9.81 = 3.102 s

Answer

t = 3.102 s
6.Projectile motion

Answer: t = 6.186 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 = 28·cos 50° = 18 m/s
vy = v0·sin θ = 28·sin 50° = 21.45 m/s

Time in the air

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

0 = 55 + 21.45·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (21.45 + √(460.1 + 1079))/9.81 = 6.186 s

Answer

t = 6.186 s
7.Work & energy

Answer: P = 17.77 kW

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). Power is force times speed: P = F·v.

Driving force

m·g = 2000·9.81 = 19620 N
mg·sin θ = 19620·sin 2° = 684.7 N
F = 684.7 + 500 = 1185 N

Power

v = 54/3.6 = 15 m/s
P = F·v = 1185·15 = 17771 W = 17.77 kW

Answer

P = 17.77 kW
8.Work & energy

Answer: d = 0.5882 m

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).

Spring energy

x = 12 cm = 0.12 m
½kx² = ½·500·0.12² = 3.6 J

Energy balance along the slope

m·g = 1·9.81 = 9.81 N
½kx² = mg·d·(sin θ + μ·cos θ)
d = 3.6/(9.81·(0.342 + 0.3·0.9397)) = 0.5882 m

Answer

d = 0.5882 m
9.Momentum & collisions

Answer: v′2 = −92 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 = 6·13 = 78 kg·m/s

Momentum after

78 = 5·34 + 1·v′2
v′2 = (78 − 170)/1 = −92 m/s

Answer

v′2 = −92 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: θ = 61.19 °

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 components

px = 1100·11 = 12100 kg·m/s
py = 1100·20 = 22000 kg·m/s

Direction

tan θ = py/px = 1.818 → θ = 61.19°

Answer

θ = 61.19°
11.Hydrostatic force

Answer: F = 103 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 + 1/2 = 3.5 m
A = H·b = 1·3 = 3 m²
gated = 3 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·3 = 103 kN

Answer

F = 103 kN
12.Hydrostatic force

Answer: ycp = 2.8 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 + 3/2 = 2.5 m
A = H·b = 3·2 = 6 m²
gated = 1 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2.5·6 = 185.4 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) = 2.5 + 4.5/(2.5·6) = 2.8 m

Answer

ycp = 2.8 m
13.Continuity & Bernoulli

Answer: Q = 7.468 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) = √(2·9.81·5) = 9.905 m/s

Actual flow rate

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

Q = Cd·A·√(2gh) = 0.6·0.001257·9.905 = 0.007468 m³/s = 7.468 L/s

Answer

Q = 7.468 L/s
14.Continuity & Bernoulli

Answer: pC = 47.34 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.

Velocity in the hose

Surface and outlet are both open to the air, so the pressure terms cancel.

v = √(2g·3.5) = √(2·9.81·3.5) = 8.287 m/s

Bernoulli from the surface to C

patm = pC + ½ρv² + ρgzC
pC = 101.3 − 1000·(8.287²/2 + 9.81·2)/1000 = 101.3 − 53.96 = 47.34 kPa

Answer

pC = 47.34 kPa

If this pressure falls to the vapour pressure of the water, the siphon stops working.

15.Ideal gas law

Answer: P = 2306 kPa

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

Moles

n = m/M = 220/28.01 = 7.854 mol
T = 80 + 273.15 = 353.1 K

Pressure

P = nRT/V = 7.854·8.314·353.1/0.01 = 2306 kPa

Answer

P = 2306 kPa
16.Ideal gas law

Answer: V2 = 4.471 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 483.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(200/750)·(483.1/288.1) = 4.471 L

Answer

V2 = 4.471 L
17.Heat engines & refrigerators

Answer: ηmax = 66.03 %

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 = 575 + 273.15 = 848.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 288.1/848.1 = 66.03 %

Answer

ηmax = 66.03 %
18.Heat engines & refrigerators

Answer: Tm = 378.2 °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 = 1150 + 273.15 = 1423 K
TL = 25 + 273.15 = 298.1 K

Equal efficiencies

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

Tm = √(1423·298.1) = 651.4 K = 378.2 °C

Answer

Tm = 378.2 °C
19.Waves, sound & optics

Answer: θc = 65.05 °

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 = 1.36/1.50 = 0.9067

Critical angle

θc = arcsin(0.9067) = 65.05°

Answer

θc = 65.05°
20.Waves, sound & optics

Answer: di2 = 3.529 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 − 1/15 → di1 = 30 cm

Object for lens 2

do2 = 25 − 30 = −5 cm

Final image

1/di2 = 1/12 − 1/(−5) → di2 = 3.529 cm

Answer

di2 = 3.529 cm

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