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)7.5 s30

A car driving at 108 km/h brakes with a constant deceleration of 4 m/s² until it stops. Find the braking distance s.

v₀ = 108 km/ha = −4 m/s²v = 0
s = m
2.KinematicsHard
v₀ = 18 m/s40 m

A ball is thrown straight up at 18 m/s from the edge of a roof 40 m above the ground. Ignore air resistance and use g = 9.81 m/s². Find the greatest height hmax above the ground.

v₀ = 18 m/sh₀ = 40 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 25°35 kgF = ?

A 35 kg box is pushed up a ramp at 25° to the horizontal at constant speed, by a force parallel to the ramp. The coefficient of kinetic friction is 0.3. Use g = 9.81 m/s². Find the pushing force F.

m = 35 kgθ = 25°μ = 0.3g = 9.81 m/s²
F = N
4.Newton’s lawsHard
3 kg6 kgTF = 110 Nμ = 0.1

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 110 N pulls the front 6 kg block; the 3 kg block is towed behind. The coefficient of kinetic friction is 0.1 for both blocks. Use g = 9.81 m/s². Find the acceleration a of the blocks.

m1 = 3 kgm2 = 6 kgF = 110 Nμ = 0.1g = 9.81 m/s²
a = m/s²
5.Projectile motionMedium
v0​ = 40 m/sθ = ?R = 55 m

A ball is launched from level ground at 40 m/s and must land 55 m away. Ignore air resistance and use g = 9.81 m/s². Find the smaller of the two possible launch angles θ.

v₀ = 40 m/sR = 55 mg = 9.81 m/s²
θ = °
6.Projectile motionHard
h = 60 mv0​ = 32 m/s60°range

A ball is launched at 60° above horizontal from the top of a 60 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 32 m/sθ = 60°h = 60 mg = 9.81 m/s²
t = s
7.Work & energyMedium
50°L = 2 m10 kg

A 10 kg ball hangs on a light string of length 2 m. It is pulled aside until the string makes 50° with the vertical and released from rest. Find the tension T in the string when the ball passes the lowest point.

m = 10 kgL = 2 mθ = 50°g = 9.81 m/s²
T = N
8.Work & energyHard
F = 60 N20°μ = 0.28 kg

An 8 kg block starts from rest at the bottom of a 20° slope and is pulled up the slope by a constant force of 60 N parallel to the slope. The coefficient of kinetic friction is 0.2. Find the speed v of the block after it has moved 6 m up the slope.

m = 8 kgF = 60 Nθ = 20°μ = 0.2d = 6 mg = 9.81 m/s²
v = m/s
9.Momentum & collisionsMedium
700 kg16 m/s1100 kg

A 700 kg car moving at 16 m/s runs into a stationary 1100 kg car and the two lock together. How much kinetic energy ΔK is lost in the collision?

m1 = 700 kgv1 = 16 m/sm2 = 1100 kgv2 = 0
ΔK = J
10.Momentum & collisionsHard
10 m/s6 m/s

A 0.1 kg ball hits a wall at 10 m/s and bounces straight back at 6 m/s. The contact lasts 5 ms. Find the magnitude of the impulse J the wall gives the ball.

m = 0.1 kgvin = 10 m/svout = 6 m/sΔt = 5 ms
J = N·s
11.Hydrostatic forceMedium
gated = 3 mH = 1 m

A vertical rectangular gate 1.5 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 = 1.5 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 4 mH = 2 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of seawater, with its top edge 4 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 4 mH = 2 mb = 2 mρ = 1025 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 200 mm, p1​ = 140 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 200 mm to 100 mm. In the wide section the pressure is 140 kPa and the velocity is 1.75 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 200 mmd2 = 100 mmp1 = 140 kPav1 = 1.75 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
12d1​ = 75 mm, p1​ = 390 kPad2​ = 50 mm, p2​ = ?Δz = 10 m

Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 10 m. At section 1 the pressure is 390 kPa and the velocity is 2.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 75 mmd2 = 50 mmp1 = 390 kPav1 = 2.5 m/sΔz = 10 mρ = 1000 kg/m³
p2 = kPa
15.Ideal gas lawMedium
220 g of ArV = 20 LT = 0 °CP = ?

A tank of 20 L contains 220 g of Ar at 0 °C. Treat it as an ideal gas and find the pressure P.

m = 220 gM = 39.95 g/molV = 20 LT = 0 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
State 1State 2

A fixed amount of CO₂ goes from 350 kPa, 10 L, 35 °C to 700 kPa and 220 °C. Find the new volume V2.

P1 = 350 kPaV1 = 10 LT1 = 35 °CP2 = 700 kPaT2 = 220 °C
V2 = L
17.Heat engines & refrigeratorsMedium
TH​ = 750 °CTL​ = 10 °CEQH​QL​η = 29%

A heat engine receives heat from a source at 750 °C and rejects heat to the surroundings at 10 °C. Its actual thermal efficiency is 29%. Find its second-law efficiency ηII, the ratio of the actual efficiency to the Carnot efficiency.

TH = 750 °CTL = 10 °Cη = 29%
ηII = %
18.Heat engines & refrigeratorsHard
TH​ = 850 °CTL​ = 40 °CEQH​ = 4300 kJQL​ = 1806 kJW = 2494 kJ

A heat engine takes in 4300 kJ of heat from a reservoir at 850 °C, produces 2494 kJ of work and rejects the rest to a reservoir at 40 °C, per cycle. Find the total entropy generated Sgen per cycle.

TH = 850 °CTL = 40 °CQH = 4300 kJW = 2494 kJ
Sgen = kJ/K
19.Waves, sound & opticsMedium
FFdo​ = 20 cmf = 10 cm

An object stands 20 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 = 20 cmf = 10 cm
di = cm
20.Waves, sound & opticsHard
λ = 550 nmd = 0.4 mmL = 3 my = ?

Light of wavelength 550 nm falls on two slits 0.4 mm apart. The screen is 3 m away. Find the distance y5 from the central bright fringe to bright fringe number 5.

λ = 550 nmd = 0.4 mmL = 3 mm = 5
y5 = mm

3Solutions

1.Kinematics

Answer: s = 112.5 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 = 108/3.6 = 30 m/s

Braking distance

0 = v₀² − 2·a·s → s = v₀²/(2a) = 30²/(2·4) = 112.5 m

Answer

s = 112.5 m
2.Kinematics

Answer: hmax = 56.51 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 = 18²/(2·9.81) = 16.51 m

Height above the ground

hmax = 40 + 16.51 = 56.51 m

Answer

hmax = 56.51 m
3.Newton’s laws

Answer: F = 238.5 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 = 145.1 + 93.35 = 238.5 N

Answer

F = 238.5 N
4.Newton’s laws

Answer: a = 11.24 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (110 − 8.829)/9 = 11.24 m/s²

Answer

a = 11.24 m/s²
5.Projectile motion

Answer: θ = 9.854 °

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.

Range formula

R = v₀²·sin 2θ/g → sin 2θ = 9.81·55/40² = 0.3372

Angle

2θ = 19.71° → θ = 9.854°

Answer

θ = 9.854°

The other solution is 90° − θ = 80.15°.

6.Projectile motion

Answer: t = 7.321 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 = 32·cos 60° = 16 m/s
vy = v0·sin θ = 32·sin 60° = 27.71 m/s

Time in the air

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

0 = 60 + 27.71·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (27.71 + √(768 + 1177))/9.81 = 7.321 s

Answer

t = 7.321 s
7.Work & energy

Answer: T = 168.2 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 bottom

v² = 2gL(1 − cos θ) = 2·9.81·2·(1 − cos 50°) = 14.02 m²/s²

Forces at the bottom

m·g = 10·9.81 = 98.1 N
T = mg + mv²/L = 98.1 + 10·14.02/2 = 168.2 N

Answer

T = 168.2 N

Check: T = mg(3 − 2cos θ) = 168.2 N.

8.Work & energy

Answer: v = 5.255 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 = 8·9.81 = 78.48 N
mg·sin θ = 26.84 N
μ·mg·cos θ = 14.75 N

Work–energy

½mv² = (60 − 41.59)·6 = 110.5 J
v = √(2·110.5/8) = 5.255 m/s

Answer

v = 5.255 m/s
9.Momentum & collisions

Answer: ΔK = 54756 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) = 700·16/1800 = 6.222 m/s

Kinetic energy before and after

Kbefore = ½·700·16² = 89600 J
Kafter = ½·1800·6.222² = 34844 J

Energy lost

ΔK = 89600 − 34844 = 54756 J

Answer

ΔK = 54756 J

The lost energy goes into deformation, heat and sound.

10.Momentum & collisions

Answer: J = 1.6 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 = 0.1·(6 + 10) = 1.6 N·s

Answer

J = 1.6 N·s
11.Hydrostatic force

Answer: F = 51.5 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 = 1·1.5 = 1.5 m²
gated = 3 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.5·1.5 = 51.5 kN

Answer

F = 51.5 kN
12.Hydrostatic force

Answer: ycp = 5.067 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 = 4 + 2/2 = 5 m
A = H·b = 2·2 = 4 m²
gated = 4 mH = 2 mF

Resultant force

F = ρ·g·yc·A = 1025·9.81·5·4 = 201.1 kN

Centre of pressure

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

Ic = b·H³/12 = 2·2³/12 = 1.333 m⁴
ycp = yc + Ic/(yc·A) = 5 + 1.333/(5·4) = 5.067 m

Answer

ycp = 5.067 m
13.Continuity & Bernoulli

Answer: p2 = 117 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·(200/100)² = 7 m/s
½ρ(v1² − v2²) = ½·1000·(1.75² − 7²)/1000 = −22.97 kPa
p2 = p1 + ½ρ(v1² − v2²) = 140 + (−22.97) = 117 kPa

Answer

p2 = 117 kPa
14.Continuity & Bernoulli

Answer: p2 = 279.2 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 = 2.5·(75/50)² = 5.625 m/s
½ρ(v1² − v2²) = ½·1000·(2.5² − 5.625²)/1000 = −12.7 kPa
ρgΔz = 1000·9.81·10/1000 = 98.1 kPa
p2 = p1 + ½ρ(v1² − v2²) − ρgΔz = 390 + (−12.7) − 98.1 = 279.2 kPa

Answer

p2 = 279.2 kPa
15.Ideal gas law

Answer: P = 625.3 kPa

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

Moles

n = m/M = 220/39.95 = 5.507 mol
T = 0 + 273.15 = 273.1 K

Pressure

P = nRT/V = 5.507·8.314·273.1/0.02 = 625.3 kPa

Answer

P = 625.3 kPa
16.Ideal gas law

Answer: V2 = 8.002 L

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

Absolute temperatures

T1 = 308.1 K, T2 = 493.1 K

Combined gas law

V2 = V1·(P1/P2)·(T2/T1) = 10·(350/700)·(493.1/308.1) = 8.002 L

Answer

V2 = 8.002 L
17.Heat engines & refrigerators

Answer: ηII = 40.1 %

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 = 750 + 273.15 = 1023 K
TL = 10 + 273.15 = 283.1 K

Carnot efficiency

ηCarnot = 1 − 283.1/1023 = 72.33 %

Second-law efficiency

ηII = η/ηCarnot = 29/72.33 = 40.1 %

Answer

ηII = 40.1 %
18.Heat engines & refrigerators

Answer: Sgen = 1.939 kJ/K

Entropy generation: over a full cycle the working fluid has no net entropy change. The hot reservoir loses QH/TH and the cold reservoir gains QL/TL. Their sum is the entropy generated, which is zero for a reversible cycle and positive for every real one.

Heat rejected

QL = QH − W = 4300 − 2494 = 1806 kJ

Absolute temperatures

TH = 850 + 273.15 = 1123 K
TL = 40 + 273.15 = 313.1 K

Entropy changes of the reservoirs

ΔSH = −4300/1123 = −3.829 kJ/K
ΔSL = 1806/313.1 = 5.767 kJ/K
Sgen = 5.767 − 3.829 = 1.939 kJ/K

Answer

Sgen = 1.939 kJ/K

Sgen > 0, so the engine is possible but irreversible.

19.Waves, sound & optics

Answer: di = 20 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 − 1/20
di = 20 cm
FF20 cmf = 10 cm

Ray diagram

real, on the far side of the lens

Answer

di = 20 cm
20.Waves, sound & optics

Answer: y5 = 20.63 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 × 10⁻⁹·3/(0.4 × 10⁻³) = 4.125 mm

Fringe number 5

y5 = 5·4.125 = 20.63 mm

Answer

y5 = 20.63 mm

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