Physics for Engineers: cram pack

Formula sheets, the key method steps for every topic and 20 practice problems, with full solutions at the back.

New problemsBack to the course

In the print window, choose “Save as PDF” to keep a copy on your device.

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)2.727 s15

A car driving at 54 km/h brakes with a constant deceleration of 5.5 m/s² until it stops. Find the braking distance s.

v₀ = 54 km/ha = −5.5 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 11 m/s15 m

A ball is thrown straight up at 11 m/s from the edge of a roof 15 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 11 m/sh₀ = 15 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
boxv₀ = 2.5 m/sμ = ?

A box slides across a level floor with an initial speed of 2.5 m/s and comes to rest after 3.2 m. Use g = 9.81 m/s². Find the coefficient of kinetic friction μ.

v₀ = 2.5 m/sd = 3.2 mg = 9.81 m/s²
μ =
4.Newton’s lawsHard
θ = 25°blockv₀ = 7.5 m/s

A block is given a push so that it starts sliding up a ramp at 25° with a speed of 7.5 m/s. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². How far d along the ramp does it slide before it stops?

v₀ = 7.5 m/sθ = 25°μ = 0.2g = 9.81 m/s²
d = m
5.Projectile motionMedium
v0​ = 20 m/s20°x = ?

A ball is launched at 20° above horizontal from level ground. Ignore air resistance. Find the horizontal distance x travelled before the ball hits the ground.

v0 = 20 m/sθ = 20°g = 9.81 m/s²
x = m
6.Projectile motionHard
h = 55 mv0​ = 28 m/s55°range

A ball is launched at 55° 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 = 55°h = 55 mg = 9.81 m/s²
t = s
7.Work & energyMedium
30°d = 20 mμ = 0.35

A block slides from rest down a slope at 30° to the horizontal. The coefficient of kinetic friction is 0.35. Find its speed v after it has slid 20 m along the slope.

θ = 30°μ = 0.35d = 20 mg = 9.81 m/s²
v = m/s
8.Work & energyHard
h = 2.5 mL = 4.5 mμ = 0.2k = 4000 N/m

A 5 kg block is released from rest at height 2.5 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 4.5 m long (μ = 0.2) and then runs onto a spring (k = 4000 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 5 kgh = 2.5 mL = 4.5 mμ = 0.2k = 4000 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
900 kg19 m/s1500 kg

A 900 kg car moving at 19 m/s runs into a stationary 1500 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 900 kgv1 = 19 m/sm2 = 1500 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
21 m/s10 m/s

A 0.55 kg ball hits a wall at 21 m/s and bounces straight back at 10 m/s. The contact lasts 50 ms. Find the average force Favg of the wall on the ball.

m = 0.55 kgvin = 21 m/svout = 10 m/sΔt = 50 ms
Favg = N
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 = 2.5 mH = 1.5 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, with its top edge 2.5 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 2.5 mH = 1.5 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
F = kN
13.Continuity & BernoulliMedium
12d1​ = 75 mm, p1​ = 280 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 280 kPa and the velocity is 1.25 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 75 mmd2 = 25 mmp1 = 280 kPav1 = 1.25 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
d1​ = 300 mmd2​ = 150 mm12Δh = 280 mmmercuryQ = ?

A horizontal venturi meter (inlet 300 mm, throat 150 mm) carries water. A mercury U-tube manometer connected between the inlet and the throat shows a level difference of 280 mm. The discharge coefficient is 0.95. Find the flow rate Q. Use ρ = 1000 kg/m³ for water, 13 600 kg/m³ for mercury and g = 9.81 m/s².

d1 = 300 mmd2 = 150 mmΔh = 280 mmCd = 0.95ρHg = 13 600 kg/m³g = 9.81 m/s²
Q = L/s
15.Ideal gas lawMedium
480 g of O₂P = 550 kPaT = 65 °CV = ?

What volume V does 480 g of O₂ occupy at 550 kPa and 65 °C? Treat it as an ideal gas.

m = 480 gM = 32 g/molP = 550 kPaT = 65 °CR = 8.314 J/(mol·K)
V = L
16.Ideal gas lawHard
State 1State 2

A fixed amount of He goes from 100 kPa, 10 L, 15 °C to 600 kPa and 140 °C. Find the new volume V2.

P1 = 100 kPaV1 = 10 LT1 = 15 °CP2 = 600 kPaT2 = 140 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 400 °CTL​ = 15 °CEQH​QL​W

A heat engine works between a hot reservoir at 400 °C and a cold reservoir at 15 °C. Find the highest possible thermal efficiency ηmax.

TH = 400 °CTL = 15 °C
ηmax = %
18.Heat engines & refrigeratorsHard
TH​ = 22 °CTL​ = -10 °CHPQ̇H​ = 13 kWQ̇L​Ẇ

A heat pump keeps a house at 22 °C while it is -10 °C outside, delivering 13 kW of heat to the house. Find the highest possible coefficient of performance COPmax.

TH = 22 °CTL = -10 °CQ̇H = 13 kW
COPmax =
19.Waves, sound & opticsMedium
FFdo​ = 4 cmf = 10 cm

An object stands 4 cm in front of a thin converging lens with a focal length of 10 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 = 4 cmf = 10 cm
di = cm
20.Waves, sound & opticsHard
Fdo​ = 8 cmR = 50 cm

An object is 8 cm in front of a concave mirror with a radius of curvature of 50 cm. Find the magnification m (negative for an inverted image).

do = 8 cmR = 50 cm
m =

3Solutions

1.Kinematics

Answer: s = 20.45 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 = 54/3.6 = 15 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 15²/(2·5.5) = 20.45 m

Answer

s = 20.45 m
2.Kinematics

Answer: hmax = 21.17 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 = 11²/(2·9.81) = 6.167 m

Height above the ground

hmax = 15 + 6.167 = 21.17 m

Answer

hmax = 21.17 m
3.Newton’s laws

Answer: μ = 0.09955

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) = 2.5²/(2·3.2) = 0.9766 m/s²

Friction coefficient

μ·m·g = m·a → μ = a/g = 0.9766/9.81 = 0.09955

Answer

μ = 0.09955
4.Newton’s laws

Answer: d = 4.748 m

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

Both forces point down the slope; the mass cancels.

a = 9.81·(sin 25° + 0.2·cos 25°) = 5.924 m/s²

Distance

d = v₀²/(2a) = 7.5²/(2·5.924) = 4.748 m

Answer

d = 4.748 m
5.Projectile motion

Answer: x = 26.21 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 = 20·cos 20° = 18.79 m/s
vy = v0·sin θ = 20·sin 20° = 6.84 m/s

Time in the air

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

t = 2·6.84/9.81 = 1.395 s

Horizontal distance

x = vx·t = 18.79·1.395 = 26.21 m

Answer

x = 26.21 m
6.Projectile motion

Answer: t = 6.422 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 55° = 16.06 m/s
vy = v0·sin θ = 28·sin 55° = 22.94 m/s

Time in the air

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

0 = 55 + 22.94·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (22.94 + √(526.1 + 1079))/9.81 = 6.422 s

Answer

t = 6.422 s
7.Work & energy

Answer: v = 8.79 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 = √(2·9.81·20·(0.5 − 0.35·0.866)) = 8.79 m/s

Answer

v = 8.79 m/s
8.Work & energy

Answer: v = 5.603 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 left after the rough strip

The ramp is smooth, so only the strip removes energy.

mgh − μmgL = 49.05·(2.5 − 0.2·4.5) = 78.48 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·1.6) = 5.603 m/s

Answer

v = 5.603 m/s
9.Momentum & collisions

Answer: ΔK = 101531 J

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) = 900·19/2400 = 7.125 m/s

Kinetic energy before and after

Kbefore = ½·900·19² = 162450 J
Kafter = ½·2400·7.125² = 60919 J

Energy lost

ΔK = 162450 − 60919 = 101531 J

Answer

ΔK = 101531 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: Favg = 341 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 = 0.55·(10 + 21) = 17.05 N·s

Average force

Favg = J/Δt = 17.05/0.05 = 341 N

Answer

Favg = 341 N
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: F = 98.04 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 = 2.5 + 1.5/2 = 3.25 m
A = H·b = 1.5·2 = 3 m²
gated = 2.5 mH = 1.5 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·3.25·3 = 98.04 kN

Answer

F = 98.04 kN
13.Continuity & Bernoulli

Answer: p2 = 217.5 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·(75/25)² = 11.25 m/s
½ρ(v1² − v2²) = ½·1000·(1.25² − 11.25²)/1000 = −62.5 kPa
p2 = p1 + ½ρ(v1² − v2²) = 280 + (−62.5) = 217.5 kPa

Answer

p2 = 217.5 kPa
14.Continuity & Bernoulli

Answer: Q = 144.3 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.

Pressure difference from the manometer

Δp = (13600 − 1000)·9.81·0.28 = 34610 Pa

Throat velocity

Continuity and Bernoulli together give the ideal throat velocity.

β = 150/300 = 0.5
v2 = √(2·34610/(1000·(1 − 0.0625))) = 8.593 m/s

Actual flow rate

Q = Cd·A2·v2 = 0.95·0.01767·8.593 = 0.1443 m³/s = 144.3 L/s

Answer

Q = 144.3 L/s
15.Ideal gas law

Answer: V = 76.67 L

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

Moles

n = 480/32 = 15 mol
T = 65 + 273.15 = 338.1 K

Volume

V = nRT/P = 15·8.314·338.1/550 = 76.67 L

Answer

V = 76.67 L
16.Ideal gas law

Answer: V2 = 2.39 L

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

Absolute temperatures

T1 = 288.1 K, T2 = 413.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(100/600)·(413.1/288.1) = 2.39 L

Answer

V2 = 2.39 L
17.Heat engines & refrigerators

Answer: ηmax = 57.19 %

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 = 400 + 273.15 = 673.1 K
TL = 15 + 273.15 = 288.1 K

Carnot efficiency

ηmax = 1 − TL/TH = 1 − 288.1/673.1 = 57.19 %

Answer

ηmax = 57.19 %
18.Heat engines & refrigerators

Answer: COPmax = 9.223

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 = 22 + 273.15 = 295.1 K
TL = -10 + 273.15 = 263.1 K

Best possible COP

COPHP,max = TH/(TH − TL) = 295.1/(295.1 − 263.1) = 9.223

Answer

COPmax = 9.223
19.Waves, sound & optics

Answer: di = −6.667 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 = 1/10 − 1/4
di = −6.667 cm
FF4 cmf = 10 cm

Ray diagram

virtual, on the same side as the object

Answer

di = −6.667 cm
20.Waves, sound & optics

Answer: m = 1.471

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.

Focal length

f = R/2 = 25 cm

Mirror equation

1/di = 1/f − 1/do = 1/25 − 1/8
di = −11.76 cm
F8 cmf = 25 cm

Magnification

m = −(−11.76)/8 = 1.471

Answer

m = 1.471

ExamProblems · examproblems.com/courses/physics-for-engineers