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 = ?10

A car driving at 36 km/h brakes with a constant deceleration of 3.5 m/s² until it stops. How long does braking take? Find t.

v₀ = 36 km/ha = −3.5 m/s²v = 0
t = s
2.KinematicsHard
t (s)v (m/s)10 s

A tram starts from rest and accelerates at 2.5 m/s² for 10 s, then runs at constant speed for 22 s, and finally brakes at 2 m/s² until it stops. Find the total distance s between the two stops.

a1 = 2.5 m/s²t1 = 10 st2 = 22 sa3 = −2 m/s²
s = m
3.Newton’s lawsMedium
θ = 20°40 kgF = ?

A 40 kg box is pushed up a ramp at 20° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.25. Use g = 9.81 m/s². Find the pushing force F.

m = 40 kgθ = 20°μ = 0.25g = 9.81 m/s²
F = N
4.Newton’s lawsHard
m1​ = 9 kg4.5 kgμ = 0.1

A 9 kg block on a horizontal table is connected by a light string over a frictionless pulley to a hanging 4.5 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 = 9 kgm2 = 4.5 kgμ = 0.1g = 9.81 m/s²
T = N
5.Projectile motionMedium
76 my = ?v0​ = 38 m/s60°

A ball is kicked from level ground at 38 m/s and 60° above the horizontal towards a wall 76 m away. Ignore air resistance and use g = 9.81 m/s². At what height y does the ball pass the wall?

v₀ = 38 m/sθ = 60°x = 76 mg = 9.81 m/s²
y = m
6.Projectile motionHard
h = 55 mv0​ = 23 m/s20°H = ?

A ball is launched at 23 m/s and 20° above the horizontal from the top of a 55 m cliff. Ignore air resistance and use g = 9.81 m/s². Find the greatest height H above the ground at the foot of the cliff.

v₀ = 23 m/sθ = 20°h = 55 mg = 9.81 m/s²
H = m
7.Work & energyMedium
35°d = 5 mμ = 0.3

A 2.5 kg block slides 5 m down a slope at 35° to the horizontal, with a coefficient of kinetic friction of 0.3. Find the work Wf done against friction.

m = 2.5 kgθ = 35°μ = 0.3d = 5 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 2 mL = 2.5 mμ = 0.25k = 1000 N/m

A 2 kg block is released from rest at height 2 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2.5 m long (μ = 0.25) and then runs onto a spring (k = 1000 N/m) on a smooth surface. Find the speed v of the block when it reaches the spring.

m = 2 kgh = 2 mL = 2.5 mμ = 0.25k = 1000 N/mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
800 kg14 m/s1800 kg

An 800 kg car moving at 14 m/s runs into a stationary 1800 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 800 kgv1 = 14 m/sm2 = 1800 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
30 m/s7 m/s

A 0.15 kg ball hits a wall at 30 m/s and bounces straight back at 7 m/s. The contact lasts 10 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.15 kgvin = 30 m/svout = 7 m/sΔt = 10 ms
J = N·s
11.Hydrostatic forceMedium
gated = 4 mH = 2 m

A vertical rectangular gate 3 m wide sits in the wall of a tank of water, with its top edge 4 m below the surface. Find the resultant hydrostatic force F on the gate.

d = 4 mH = 2 mb = 3 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 1 mH = 3 m

A vertical rectangular gate 3 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 = 3 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 100 mm, p1​ = ?d2​ = 75 mm, p2​ = 240 kPa

Water flows at 21 L/s through a horizontal pipe that narrows from 100 mm to 75 mm. The pressure in the narrow section is 240 kPa. Ignoring losses, find the pressure p1 in the wide section.

Q = 21 L/sd1 = 100 mmd2 = 75 mmp2 = 240 kPaρ = 1000 kg/m³
p1 = kPa
14.Continuity & BernoulliHard
12d1​ = 150 mm, p1​ = 270 kPad2​ = 75 mm, p2​ = ?Δz = 6 m

Water flows up through a pipe that narrows from 150 mm to 75 mm while rising 6 m. At section 1 the pressure is 270 kPa and the velocity is 1.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 150 mmd2 = 75 mmp1 = 270 kPav1 = 1.5 m/sΔz = 6 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
320 g of HeV = 50 LT = 40 °CP = ?

A tank of 50 L contains 320 g of He at 40 °C. Treat it as an ideal gas and find the pressure P.

m = 320 gM = 4.003 g/molV = 50 LT = 40 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of O₂ goes from 300 kPa, 2 L, 35 °C to 750 kPa and 140 °C. Find the new volume V2.

P1 = 300 kPaV1 = 2 LT1 = 35 °CP2 = 750 kPaT2 = 140 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 675 °CTL​ = ?EQH​ = 1000 kJQL​ = 288 kJW

A reversible (Carnot) heat engine takes in 1000 kJ of heat from a reservoir at 675 °C and rejects 288 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 675 °CQH = 1000 kJQL = 288 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 21 °CTL​ = 0 °CHPQ̇H​ = 14.5 kWQ̇L​Ẇ = ?

A heat pump delivers 14.5 kW of heat to a heating system at 21 °C, taking heat from a source at 0 °C. Its actual COP is 30% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 21 °CTL = 0 °CηII = 30%Q̇H = 14.5 kW
Ẇ = kW
19.Waves, sound & opticsMedium
38°90°n1​ = ?air, n2​ = 1.00

Light inside a transparent block is totally reflected at the boundary with air (n = 1.00) for every angle of incidence above 38°. Find the refractive index n1 of the block.

θc = 38°n2 = 1.00
n1 =
20.Waves, sound & opticsHard
λ = ?d = 0.2 mmL = 1.2 m9.9 mm

Two slits 0.2 mm apart are lit with monochromatic light. On a screen 1.2 m away, bright fringe number 3 lies 9.9 mm from the central fringe. Find the wavelength λ.

d = 0.2 mmL = 1.2 my3 = 9.9 mmm = 3
λ = nm

3Solutions

1.Kinematics

Answer: t = 2.857 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 = 36/3.6 = 10 m/s

Braking time

0 = v₀ − a·t → t = v₀/a = 10/3.5 = 2.857 s

Answer

t = 2.857 s
2.Kinematics

Answer: s = 831.3 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.

Top speed

v = a1·t1 = 2.5·10 = 25 m/s

Distance of each phase

s1 = ½·2.5·10² = 125 m
s2 = 25·22 = 550 m
s3 = 25²/(2·2) = 156.3 m

Total distance

s = 125 + 550 + 156.3 = 831.3 m

Answer

s = 831.3 m
3.Newton’s laws

Answer: F = 226.4 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.

Forces along the slope

Constant speed: the forces balance.

F = m·g·sin θ + μ·m·g·cos θ

Pushing force

F = 134.2 + 92.18 = 226.4 N

Answer

F = 226.4 N
4.Newton’s laws

Answer: T = 32.37 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) = (44.15 − 8.829)/13.5 = 2.616 m/s²

Tension from the block on the table

T − μ·m1·g = m1·a
T = 9·2.616 + 8.829 = 32.37 N

Answer

T = 32.37 N
5.Projectile motion

Answer: y = 53.16 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.

Time to the wall

vx = 38·cos 60° = 19 m/s
t = x/vx = 76/19 = 4 s

Height at that time

y = 32.91·4 − ½·9.81·4² = 53.16 m

Answer

y = 53.16 m

The ball is already on its way down at the wall.

6.Projectile motion

Answer: H = 58.15 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.

Vertical launch speed

vy = 23·sin 20° = 7.866 m/s

Rise above the cliff

Δh = vy²/(2g) = 7.866²/(2·9.81) = 3.154 m

Height above the ground

H = 55 + 3.154 = 58.15 m

Answer

H = 58.15 m
7.Work & energy

Answer: Wf = 30.13 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 = 24.53·0.8192 = 20.09 N
F = μN = 0.3·20.09 = 6.027 N

Work against friction

Wf = F·d = 6.027·5 = 30.13 J

Answer

Wf = 30.13 J
8.Work & energy

Answer: v = 5.194 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 = 19.62·(2 − 0.25·2.5) = 26.98 J

Speed at the spring

½mv² = mg(h − μL) → v = √(2g(h − μL)) = √(2·9.81·1.375) = 5.194 m/s

Answer

v = 5.194 m/s
9.Momentum & collisions

Answer: ΔK = 54277 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) = 800·14/2600 = 4.308 m/s

Kinetic energy before and after

Kbefore = ½·800·14² = 78400 J
Kafter = ½·2600·4.308² = 24123 J

Energy lost

ΔK = 78400 − 24123 = 54277 J

Answer

ΔK = 54277 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: J = 5.55 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 = 0.15·(7 + 30) = 5.55 N·s

Answer

J = 5.55 N·s
11.Hydrostatic force

Answer: F = 294.3 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 = 4 + 2/2 = 5 m
A = H·b = 2·3 = 6 m²
gated = 4 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·5·6 = 294.3 kN

Answer

F = 294.3 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 = 3·3 = 9 m²
gated = 1 mH = 3 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·2.5·9 = 278.1 kN

Centre of pressure

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

Ic = b·H³/12 = 3·3³/12 = 6.75 m⁴
ycp = yc + Ic/(yc·A) = 2.5 + 6.75/(2.5·9) = 2.8 m

Answer

ycp = 2.8 m
13.Continuity & Bernoulli

Answer: p1 = 247.7 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.

Velocities

v1 = Q/A1 = 0.021/0.007854 = 2.674 m/s
v2 = Q/A2 = 0.021/0.004418 = 4.753 m/s

Bernoulli

p1 = p2 + ½ρ(v2² − v1²) = 240 + ½·1000·(4.753² − 2.674²)/1000 = 240 + 7.723 = 247.7 kPa

Answer

p1 = 247.7 kPa
14.Continuity & Bernoulli

Answer: p2 = 194.3 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 = 1.5·(150/75)² = 6 m/s
½ρ(v1² − v2²) = ½·1000·(1.5² − 6²)/1000 = −16.88 kPa
ρgΔz = 1000·9.81·6/1000 = 58.86 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 270 + (−16.88) − 58.86 = 194.3 kPa

Answer

p2 = 194.3 kPa
15.Ideal gas law

Answer: P = 4163 kPa

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

Moles

n = m/M = 320/4.003 = 79.94 mol
T = 40 + 273.15 = 313.1 K

Pressure

P = nRT/V = 79.94·8.314·313.1/0.05 = 4163 kPa

Answer

P = 4163 kPa
16.Ideal gas law

Answer: V2 = 1.073 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 413.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 2·(300/750)·(413.1/308.1) = 1.073 L

Answer

V2 = 1.073 L
17.Heat engines & refrigerators

Answer: TL = −0.0828 °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 = 675 + 273.15 = 948.1 K

Reversible heat ratio

TL = TH·QL/QH = 948.1·288/1000 = 273.1 K = −0.0828 °C

Answer

TL = −0.0828 °C
18.Heat engines & refrigerators

Answer: Ẇ = 3.451 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 = 21 + 273.15 = 294.1 K
TL = 0 + 273.15 = 273.1 K

Carnot and actual COP

COPmax = 294.1/(294.1 − 273.1) = 14.01
COP = 0.3·14.01 = 4.202

Power input

Ẇ = Q̇H/COP = 14.5/4.202 = 3.451 kW

Answer

Ẇ = 3.451 kW
19.Waves, sound & optics

Answer: n1 = 1.624

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.

Refractive index of the block

n₁ = n₂/sin θc = 1.00/0.6157 = 1.624

Answer

n1 = 1.624
20.Waves, sound & optics

Answer: λ = 550 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) = 0.0099·0.0002/(3·1.2) = 5.5 × 10⁻⁷ m = 550 nm

Answer

λ = 550 nm

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