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
policea = 3.5 m/s²car25 m/s

A car speeding at a constant 25 m/s passes a police car standing still. At that moment the police car starts and accelerates uniformly at 3.5 m/s². How long does it take the police car to catch up? Find t.

vcar = 25 m/sapolice = 3.5 m/s²v0,police = 0
t = s
2.KinematicsHard
v₀ = 11 m/s25 m

A ball is thrown straight up at 11 m/s from the edge of a roof 25 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 = 25 mg = 9.81 m/s²
hmax = m
3.Newton’s lawsMedium
θ = 40°a = ?m = 14 kg

A 14 kg block slides down a slope at 40° to the horizontal. The coefficient of kinetic friction is 0.2. Use g = 9.81 m/s². Find the acceleration a of the block along the slope.

m = 14 kgθ = 40°μ = 0.2g = 9.81 m/s²
a = m/s²
4.Newton’s lawsHard
6 kg8 kgTF = 110 Nμ = 0.2

Two blocks on a level floor are joined by a light horizontal string. A horizontal force of 110 N pulls the front 8 kg block; the 6 kg block is towed behind. The coefficient of kinetic friction is 0.2 for both blocks. Use g = 9.81 m/s². Find the tension T in the connecting string.

m1 = 6 kgm2 = 8 kgF = 110 Nμ = 0.2g = 9.81 m/s²
T = N
5.Projectile motionMedium
v0​ = 40 m/s35°range

A ball is launched at 35° above horizontal from level ground. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 40 m/sθ = 35°g = 9.81 m/s²
t = s
6.Projectile motionHard
h = 5 mv0​ = 33 m/s45°range

A ball is launched at 45° above horizontal from the top of a 5 m cliff. Ignore air resistance. Find the time of flight t until the ball hits the ground.

v0 = 33 m/sθ = 45°h = 5 mg = 9.81 m/s²
t = s
7.Work & energyMedium
35°d = 17 mμ = 0.3

A 2.5 kg block slides 17 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 = 17 mg = 9.81 m/s²
Wf = J
8.Work & energyHard
h = 4 mL = 2 mμ = 0.15k = 500 N/m

A 10 kg block is released from rest at height 4 m on a smooth ramp. At the bottom it crosses a rough horizontal strip 2 m long (μ = 0.15) and then runs onto a spring (k = 500 N/m) on a smooth surface. Find the maximum compression x of the spring.

m = 10 kgh = 4 mL = 2 mμ = 0.15k = 500 N/mg = 9.81 m/s²
x = cm
9.Momentum & collisionsMedium
7 kg52 m/s11 kgv′2​ = ?

An 18 kg projectile moving horizontally at 11 m/s explodes into two fragments that move along the same line. The 7 kg fragment continues forwards at 52 m/s. Find the velocity v′2 of the 11 kg fragment (positive in the original direction).

M = 18 kgu = 11 m/sm1 = 7 kgv′1 = 52 m/sm2 = 11 kg
v′2 = m/s
10.Momentum & collisionsHard
1800 kg9 m/s1800 kg18 m/sv′ = ?

At a crossing a 1800 kg car travelling east at 9 m/s collides with a 1800 kg car travelling north at 18 m/s. The cars lock together. Find the speed v′ of the wreck just after the collision.

m1 = 1800 kgv1 = 9 m/s (E)m2 = 1800 kgv2 = 18 m/s (N)
v′ = m/s
11.Hydrostatic forceMedium
gated = 2.5 mH = 2.5 m

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

d = 2.5 mH = 2.5 mb = 2 mρ = 1000 kg/m³g = 9.81 m/s²
F = kN
12.Hydrostatic forceHard
gated = 0.5 mH = 1 m

A vertical rectangular gate 2 m wide sits in the wall of a tank of glycerin, with its top edge 0.5 m below the surface. Find the depth ycp of the centre of pressure below the surface.

d = 0.5 mH = 1 mb = 2 mρ = 1260 kg/m³g = 9.81 m/s²
ycp = m
13.Continuity & BernoulliMedium
12d1​ = 150 mm, p1​ = 130 kPad2​ = 100 mm, p2​ = ?

Water flows through a horizontal pipe that narrows from 150 mm to 100 mm. In the wide section the pressure is 130 kPa and the velocity is 3 m/s. Ignoring losses, find the pressure p2 in the narrow section.

d1 = 150 mmd2 = 100 mmp1 = 130 kPav1 = 3 m/sρ = 1000 kg/m³
p2 = kPa
14.Continuity & BernoulliHard
H = ?d1​ = 100 mmp1​ = 70 kPad2​ = 25 mm

A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 100 mm and a gauge pressure of 70 kPa. The nozzle exit diameter is 25 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².

d1 = 100 mmp1 = 70 kPa (gauge)d2 = 25 mmρ = 1000 kg/m³g = 9.81 m/s²
H = m
15.Ideal gas lawMedium
250 g of HeV = 5 LT = 0 °CP = ?

A tank of 5 L contains 250 g of He at 0 °C. Treat it as an ideal gas and find the pressure P.

m = 250 gM = 4.003 g/molV = 5 LT = 0 °CR = 8.314 J/(mol·K)
P = kPa
16.Ideal gas lawHard
Ar, M = 39.95 g/molP = 600 kPaT = 90 °Cρ = ?

Find the density ρ of Ar at 600 kPa and 90 °C, treating it as an ideal gas.

M = 39.95 g/molP = 600 kPaT = 90 °CR = 8.314 J/(mol·K)
ρ = kg/m³
17.Heat engines & refrigeratorsMedium
TH​ = 275 °CTL​ = ?EQH​ = 4200 kJQL​ = 2284 kJW

A reversible (Carnot) heat engine takes in 4200 kJ of heat from a reservoir at 275 °C and rejects 2284 kJ per cycle. Find the temperature TL of the cold reservoir in °C.

TH = 275 °CQH = 4200 kJQL = 2284 kJ
TL = °C
18.Heat engines & refrigeratorsHard
TH​ = 55 °CTL​ = 10 °CHPQ̇H​ = 14 kWQ̇L​Ẇ = ?

A heat pump delivers 14 kW of heat to a heating system at 55 °C, taking heat from a source at 10 °C. Its actual COP is 50% of the Carnot COP between these temperatures. Find the electrical power Ẇ it uses.

TH = 55 °CTL = 10 °CηII = 50%Q̇H = 14 kW
Ẇ = kW
19.Waves, sound & opticsMedium
L = 1.2 mn = 7

A pipe closed at one end is 1.2 m long. The speed of sound is 343 m/s. Find the frequency f7 of its harmonic number 7.

v = 343 m/sn = 7L = 1.2 m
f7 = Hz
20.Waves, sound & opticsHard
λ = ?d = 0.25 mmL = 1.5 m11.39 mm

Two slits 0.25 mm apart are lit with monochromatic light. On a screen 1.5 m away, bright fringe number 3 lies 11.39 mm from the central fringe. Find the wavelength λ.

d = 0.25 mmL = 1.5 my3 = 11.39 mmm = 3
λ = nm

3Solutions

1.Kinematics

Answer: t = 14.29 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.

Equal distances

v·t = ½·a·t² → t = 2v/a = 2·25/3.5 = 14.29 s

Answer

t = 14.29 s

At that moment the police car moves at 2v = 50 m/s.

2.Kinematics

Answer: hmax = 31.17 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 = 25 + 6.167 = 31.17 m

Answer

hmax = 31.17 m
3.Newton’s laws

Answer: a = 4.803 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 40° − 0.2·cos 40°) = 9.81·(0.6428 − 0.1532) = 4.803 m/s²

Answer

a = 4.803 m/s²
4.Newton’s laws

Answer: T = 47.14 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.

Whole system

a = (F − μ·(m1 + m2)·g)/(m1 + m2) = (110 − 27.47)/14 = 5.895 m/s²

Rear block alone

T = m1·(a + μ·g) = 6·(5.895 + 1.962) = 47.14 N

Answer

T = 47.14 N

With the same μ on both blocks, friction drops out: T = F·m₁/(m₁ + m₂).

5.Projectile motion

Answer: t = 4.677 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 = 40·cos 35° = 32.77 m/s
vy = v0·sin θ = 40·sin 35° = 22.94 m/s

Time in the air

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

t = 2·22.94/9.81 = 4.677 s

Answer

t = 4.677 s
6.Projectile motion

Answer: t = 4.963 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 = 33·cos 45° = 23.33 m/s
vy = v0·sin θ = 33·sin 45° = 23.33 m/s

Time in the air

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

0 = 5 + 23.33·t − 4.905·t²
t = (vy + √(vy² + 2gh))/g = (23.33 + √(544.5 + 98.1))/9.81 = 4.963 s

Answer

t = 4.963 s
7.Work & energy

Answer: Wf = 102.5 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 = 6.027·17 = 102.5 J

Answer

Wf = 102.5 J
8.Work & energy

Answer: x = 120.5 cm

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 = 98.1·(4 − 0.15·2) = 363 J

Maximum compression

½kx² = 363 → x = √(2·363/500) = 1.205 m = 120.5 cm

Answer

x = 120.5 cm
9.Momentum & collisions

Answer: v′2 = −15.09 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 = 18·11 = 198 kg·m/s

Momentum after

198 = 7·52 + 11·v′2
v′2 = (198 − 364)/11 = −15.09 m/s

Answer

v′2 = −15.09 m/s

The minus sign means the second fragment flies backwards.

10.Momentum & collisions

Answer: v′ = 10.06 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 components

px = 1800·9 = 16200 kg·m/s
py = 1800·18 = 32400 kg·m/s

Speed of the wreck

v′ = √(px² + py²)/(m1 + m2) = 36224/3600 = 10.06 m/s

Answer

v′ = 10.06 m/s
11.Hydrostatic force

Answer: F = 183.9 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 + 2.5/2 = 3.75 m
A = H·b = 2.5·2 = 5 m²
gated = 2.5 mH = 2.5 mF

Resultant force

F = ρ·g·yc·A = 1000·9.81·3.75·5 = 183.9 kN

Answer

F = 183.9 kN
12.Hydrostatic force

Answer: ycp = 1.083 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 = 0.5 + 1/2 = 1 m
A = H·b = 1·2 = 2 m²
gated = 0.5 mH = 1 mF

Resultant force

F = ρ·g·yc·A = 1260·9.81·1·2 = 24.72 kN

Centre of pressure

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

Ic = b·H³/12 = 2·1³/12 = 0.1667 m⁴
ycp = yc + Ic/(yc·A) = 1 + 0.1667/(1·2) = 1.083 m

Answer

ycp = 1.083 m
13.Continuity & Bernoulli

Answer: p2 = 111.7 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.

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
p2 = p1 + ½ρ(v1² − v2²) = 130 + (−18.28) = 111.7 kPa

Answer

p2 = 111.7 kPa
14.Continuity & Bernoulli

Answer: H = 7.164 m

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.

Exit velocity

β = 25/100 = 0.25
v2 = √(2p1/(ρ(1 − β⁴))) = √(2·70000/(1000·0.9961)) = 11.86 m/s

Height of the jet

Bernoulli along the jet: at the top the velocity is zero and the pressure is atmospheric again.

H = v2²/(2g) = 11.86²/(2·9.81) = 7.164 m

Answer

H = 7.164 m
15.Ideal gas law

Answer: P = 28366 kPa

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

Moles

n = m/M = 250/4.003 = 62.45 mol
T = 0 + 273.15 = 273.1 K

Pressure

P = nRT/V = 62.45·8.314·273.1/0.005 = 28366 kPa

Answer

P = 28366 kPa
16.Ideal gas law

Answer: ρ = 7.939 kg/m³

Ideal gas density: ρ = PM/(RT).

Rearrange the gas law

PV = (m/M)RT → ρ = m/V = PM/(RT)
T = 90 + 273.15 = 363.1 K

Density

ρ = 600·39.95/(8.314·363.1) = 7.939 kg/m³

Answer

ρ = 7.939 kg/m³
17.Heat engines & refrigerators

Answer: TL = 24.94 °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 = 275 + 273.15 = 548.1 K

Reversible heat ratio

TL = TH·QL/QH = 548.1·2284/4200 = 298.1 K = 24.94 °C

Answer

TL = 24.94 °C
18.Heat engines & refrigerators

Answer: Ẇ = 3.84 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 = 55 + 273.15 = 328.1 K
TL = 10 + 273.15 = 283.1 K

Carnot and actual COP

COPmax = 328.1/(328.1 − 283.1) = 7.292
COP = 0.5·7.292 = 3.646

Power input

Ẇ = Q̇H/COP = 14/3.646 = 3.84 kW

Answer

Ẇ = 3.84 kW
19.Waves, sound & optics

Answer: f7 = 500.2 Hz

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 of this mode

λ = 4L/n = 4·1.2/7 = 0.6857 m

Frequency

f = v/λ = 343/0.6857 = 500.2 Hz

Answer

f7 = 500.2 Hz
20.Waves, sound & optics

Answer: λ = 632.8 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) = 0.01139·0.00025/(3·1.5) = 6.328 × 10⁻⁷ m = 632.8 nm

Answer

λ = 632.8 nm

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