Mechanics 203-SN1-RE • CEGEP, Montreal

Corrected exercises: dynamics, Newton's laws and friction (203-SN1-RE)

This is the corrected exercise set on dynamics, Newton's laws and friction for Mechanics, 203-SN1-RE (formerly 203-NYA). Part A builds the free-body diagram reflex: a suspended traffic light in equilibrium, the apparent weight of a person in an elevator, static against kinetic friction, a round trip on a rough inclined plane and a two-mass pulley system (exercises 1 to 5). Part B moves up to exam level: the third law applied to three blocks in contact and then to the horse-and-cart paradox, the banked curve derived twice, the vertical circle and the conical pendulum, stacked blocks where friction becomes the driving force, and finally fluid friction with terminal speed, from a ball in glycerin to a skydiver (exercises 6 to 10).

This set is written for CEGEP students in the Science program (Sciences de la nature). Newton's second law becomes a systematic method: choose the system, draw the free-body diagram, project onto well-chosen axes, then solve. It is this ritual, far more than the formulas, that makes the difference on a test.

The reflex to keep throughout: static friction is an inequality, not a formula. It equals exactly what is needed to prevent slipping, up to its maximum. Writing fs=μsNf_{s}=\mu_{s}N on the first line is the most common mistake of the chapter: that equality only holds at the very instant slipping begins.

10 corrected exercises • 100 points • 150 minutes

This chapter is part of 203-SN1-RE, every chapter with its set and sheet Before you start Revision sheet: the traps and the method for this chapter

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Course recap

  • • Newton's three laws: (1) with no net force, the velocity does not change; (2) ΣF=ma\Sigma F = ma, written component by component; (3) forces come in action-reaction pairs, acting on two different bodies, never on the same one.
  • • The free-body diagram method: isolate ONE body, draw every force acting ON it (weight, normal force, tension, friction, push), choose axes (often along the motion and perpendicular to it), project, then apply ΣFx=max\Sigma F_{x}=ma_{x} and ΣFy=may\Sigma F_{y}=ma_{y}.
  • • Friction: static fs≤μsNf_{s}\leq\mu_{s}N (it adjusts to what is needed, and equality holds only at the threshold of slipping); kinetic fk=μkNf_{k}=\mu_{k}N, opposite to the slipping, with μk<μs\mu_{k}<\mu_{s}. The normal force NN is NOT always mgmg: it comes out of the yy equation.
  • • Inclined plane at angle θ\theta: components of the weight mgsin⁡θmg\sin\theta (along the slope) and mgcos⁡θmg\cos\theta (perpendicular), so N=mgcos⁡θN=mg\cos\theta when no other force acts perpendicular to the plane. An object placed on the plane stays at rest as long as tan⁡θ≤μs\tan\theta\leq\mu_{s}.
  • • Ideal pulley (massless, frictionless): it changes the direction of the tension without changing its magnitude. Bodies joined by an inextensible rope share the same magnitude of acceleration: one Newton equation per body, then solve the system.
  • • Uniform circular motion: the centripetal acceleration ac=v2ra_{c}=\frac{v^{2}}{r} points toward the centre. It is not a new force: it is the net of the real forces (normal force, friction, tension, weight) that must equal mv2r\frac{mv^{2}}{r} toward the centre.
  • • Constant: g=9.8g = 9.8 m/s² near the surface of the Earth.

Part A: Newton's laws and friction (/50)

Exercise 1: Equilibrium of a suspended traffic light

A 12 kg traffic light hangs above an intersection from two cables attached to poles. Cable 1 makes an angle of 30° above the horizontal, cable 2 an angle of 45°. The light is at rest.

30°45°12 kgcable 1cable 2
  • a) Draw the free-body diagram of the traffic light, naming each force.
  • b) Write the equilibrium equations along the horizontal and vertical axes.
  • c) Find the tensions T1T_{1} and T2T_{2} in the two cables. Which one is under more tension, and why?
  • d) The setup is replaced by two symmetric cables, each making only 5° with the horizontal. Find the tension in each cable and explain why a cable carrying a load can never be perfectly horizontal.

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  • a) Weight 117.6117.6 N, tension T1T_{1} at 30°30°, tension T2T_{2} at 45°45°
  • b) T2cos⁡45∘=T1cos⁡30∘T_{2}\cos 45^{\circ}=T_{1}\cos 30^{\circ} and T1sin⁡30∘+T2sin⁡45∘=117.6T_{1}\sin 30^{\circ}+T_{2}\sin 45^{\circ}=117.6 N
  • c) T1≈86.1T_{1}\approx 86.1 N, T2≈105.4T_{2}\approx 105.4 N: the cable at 45°45° is under more tension
  • d) T≈675T\approx 675 N per cable, almost six times the weight
a)

Three forces act on the light: its weight P=mg=(12)(9.8)=117.6P=mg=(12)(9.8)=117.6 N downward, the tension T1T_{1} along cable 1 (upward and to the left, at 30° to the horizontal) and the tension T2T_{2} along cable 2 (upward and to the right, at 45°).

b)

Equilibrium: ΣFx=0\Sigma F_{x}=0 gives T2cos⁡45∘−T1cos⁡30∘=0T_{2}\cos 45^{\circ}-T_{1}\cos 30^{\circ}=0; ΣFy=0\Sigma F_{y}=0 gives T1sin⁡30∘+T2sin⁡45∘−117.6=0T_{1}\sin 30^{\circ}+T_{2}\sin 45^{\circ}-117.6=0.

c)

From the first equation: T2=T1cos⁡30∘cos⁡45∘T_{2}=T_{1}\frac{\cos 30^{\circ}}{\cos 45^{\circ}}. Substituting into the second: T1(sin⁡30∘+cos⁡30∘tan⁡45∘)=117.6T_{1}(\sin 30^{\circ}+\cos 30^{\circ}\tan 45^{\circ})=117.6, that is T1(0.5+0.866)=117.6T_{1}(0.5+0.866)=117.6, so T1≈86.1T_{1}\approx 86.1 N and T2≈105.4T_{2}\approx 105.4 N. The 45° cable is the more tense: the closer a cable is to the vertical, the larger the share of the weight it carries. Notice that T1+T2≈191.5T_{1}+T_{2}\approx 191.5 N far exceeds the weight: the horizontal components, which cancel each other, carry none of the weight but still put the cables under tension.

d)

By symmetry, each cable carries half the weight vertically: 2Tsin⁡5∘=117.62T\sin 5^{\circ}=117.6, so T=117.62sin⁡5∘≈675T=\frac{117.6}{2\sin 5^{\circ}}\approx 675 N, almost six times the weight of the light. As the angle tends to 0, sin⁡θ\sin\theta tends to 0 and the tension diverges: a horizontal cable has no vertical component and therefore cannot carry any weight, however tight it is. That is why load-bearing cables always sag.

T₁ = 86.1 NT₂ = 105.4 NP = 117.6 N30°45°net force zero
Free-body diagram of the light, arrows drawn to scale: the steeper cable (45°) carries the larger tension. On the right, the three forces placed head to tail close up: their sum is zero.

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Exercise 2: Apparent weight: a scale in an elevator

A 65.065.0 kg person stands on a bathroom scale on the floor of an elevator. The scale actually measures the normal force it exerts on the person's feet, and displays it in kilograms after dividing by g=9.80g=9.80 m/s2^{2}. The elevator makes a three-stage ascent: it starts with an acceleration of 1.201.20 m/s2^{2}, travels at constant speed, then brakes at 1.501.50 m/s2^{2} before reaching the arrival floor.

bathroom scaleupward65.0 kg
  • a) For each of the four situations (elevator at rest, starting, constant speed, braking), draw the free-body diagram of the person and find the normal force and the reading of the scale.
  • b) Did the person's mass change from one situation to another? What does a bathroom scale really measure?
  • c) The elevator then goes back down. For each of the three phases of the descent, does the reading exceed 65.065.0 kg or not? State the general rule, which depends on only one thing.
  • d) The cable snaps and the elevator falls freely. What does the scale show? Has the person lost their weight?
  • e) What acceleration, and in which direction, would make the scale read 80.080.0 kg? Comment on the value by comparing it with an ordinary elevator.

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  • a) 637637 N and 65.065.0 kg; 715715 N and 73.073.0 kg; 637637 N and 65.065.0 kg; 539.5539.5 N and 55.155.1 kg
  • b) The mass does not change: the scale measures the normal force, that is, the apparent weight
  • c) Below 6565 kg at the start, 6565 kg at constant speed, above at braking: only the DIRECTION of a⃗\vec{a} matters
  • d) It reads 00: the weight is intact, it is the normal force that has disappeared
  • e) a≈2.26a\approx 2.26 m/s² upward, nearly double that of an ordinary elevator
a)

Only two forces act on the person: the weight F⃗g=mg⃗\vec{F}_{g}=m\vec{g} downward and the normal force N⃗\vec{N} upward. Positive axis upward: N−mg=maN-mg=ma, so N=m(g+a)N=m(g+a). At rest (a=0a=0): N=65.0(9.80)=637N=65.0(9.80)=637 N, reading 65.065.0 kg. Starting upward (a=+1.20a=+1.20): N=65.0(11.0)=715N=65.0(11.0)=715 N, reading 73.073.0 kg. Constant speed (a=0a=0): N=637N=637 N, reading 65.065.0 kg. Braking at the end of the ascent (a=−1.50a=-1.50, since the elevator is moving up while slowing down): N=65.0(8.30)=540N=65.0(8.30)=540 N, reading 55.155.1 kg.

b)

No, mass is a property of the body and is 65.065.0 kg in every situation. The true weight mg=637mg=637 N does not change either. What the scale measures is the normal force, that is, the contact force needed to give the person the elevator's acceleration. It is called the apparent weight: it is a contact force, not a property of the person.

c)

Descent: when starting downward, the acceleration points DOWNWARD, so N<mgN<mg and the reading is below 65.065.0 kg. At constant speed, a=0a=0 and the reading returns to 65.065.0 kg. When braking at the end of the descent, the elevator moves down while slowing, so the acceleration points UPWARD, and the reading exceeds 65.065.0 kg. The general rule: only the DIRECTION of the acceleration matters, never the direction of the motion. Acceleration upward, the scale over-reads; acceleration downward, it under-reads; zero acceleration, it shows the true mass, whether the elevator is stopped or moving at constant speed.

d)

In free fall, a=−ga=-g, so N=m(g−g)=0N=m(g-g)=0: the scale shows zero. The person has lost nothing of their weight, which is still 637637 N and is precisely the force causing the fall. What has disappeared is the normal force: nothing opposes the fall any more, so nothing presses on the scale. This is exactly the situation of astronauts in orbit, who are constantly falling along with their station: their weight is very real, only the contact has disappeared.

e)

We would need N=80.0×9.80=784N=80.0\times 9.80=784 N, so a=Nm−g=78465.0−9.80≈2.26a=\frac{N}{m}-g=\frac{784}{65.0}-9.80\approx 2.26 m/s2^{2} directed UPWARD. That is nearly double the acceleration of an ordinary elevator (11 to 1.51.5 m/s2^{2}), and the sensation would be very unpleasant: 23 %23\,\% more apparent weight. Manufacturers deliberately limit the acceleration for comfort, not for safety.

N = 637 NP = 637 Na = 0N = 715 NPastartingN = 540 NPabraking
The weight P=637P=637 N never changes; only the normal force follows the acceleration (brown): longer than at rest when a⃗\vec{a} points up, shorter when it points down. Arrows drawn to scale.

Exercise 3: Static friction against kinetic friction

A 20 kg crate rests on a horizontal floor. The coefficients of friction between the crate and the floor are μs=0.50\mu_{s}=0.50 and μk=0.30\mu_{k}=0.30.

20 kgFparts a) to d)20 kgF20°part e)μs = 0.50 μk = 0.30
  • a) The crate is pushed horizontally with a force of 90 N. Does the crate move? What is then the exact magnitude of the friction force?
  • b) It is now pushed with 120 N horizontally. Find the acceleration of the crate.
  • c) Once the crate is moving, what force must be applied to keep it at constant speed?
  • d) Sketch the graph of the friction force against the applied force, from 0 N to 120 N, and explain the discontinuity.
  • e) The motionless crate is now pushed with a force directed 20° below the horizontal. What minimum force is needed to set it in motion? Compare with the horizontal threshold and explain the difference.

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  • a) fs,max=98f_{s,max}=98 N, the crate does not move, and the friction is exactly 9090 N
  • b) fk=58.8f_{k}=58.8 N, a=3.06a=3.06 m/s²
  • c) 58.858.8 N, much less than the 9898 N needed to start
  • d) Line f=Ff=F up to 9898 N, abrupt drop to 58.858.8 N, then a plateau
  • e) F≈127.5F\approx 127.5 N, about 30 %30\,\% more: pushing downward increases the normal force
a)

Threshold of slipping: fs,max=μsN=μsmg=(0.50)(20)(9.8)=98f_{s,max}=\mu_{s}N=\mu_{s}mg=(0.50)(20)(9.8)=98 N. Since 90 N << 98 N, the crate does not move. The friction then equals exactly 90 N (not 98 N!): static friction adjusts itself to cancel the net force, and reaches its maximum only at the threshold of slipping.

b)

120 N >> 98 N: the crate slides, and friction becomes kinetic: fk=μkmg=(0.30)(196)=58.8f_{k}=\mu_{k}mg=(0.30)(196)=58.8 N. Newton: a=120−58.820=3.06a=\frac{120-58.8}{20}=3.06 m/s².

c)

At constant speed, ΣF=0\Sigma F=0: it is enough to balance fkf_{k}, so 58.8 N. That is less than the 98 N needed to get started: this is why the hard part is setting an object in motion, not keeping it moving.

d)

From 0 to 98 N, the graph follows the line f=Ff=F (static friction equals the applied force: equilibrium). At 98 N, slipping begins and the friction drops abruptly to 58.8 N, then stays constant at that value whatever the applied force. The discontinuity reflects the change from the static regime (μs\mu_{s}) to the kinetic regime (μk<μs\mu_{k}<\mu_{s}).

e)

Pushing at 20° below the horizontal, the vertical component Fsin⁡20∘F\sin 20^{\circ} adds to the weight: N=mg+Fsin⁡20∘N=mg+F\sin 20^{\circ}. The threshold becomes Fcos⁡20∘=μs(mg+Fsin⁡20∘)F\cos 20^{\circ}=\mu_{s}(mg+F\sin 20^{\circ}), so F=μsmgcos⁡20∘−μssin⁡20∘=980.940−0.171≈127.5F=\frac{\mu_{s}mg}{\cos 20^{\circ}-\mu_{s}\sin 20^{\circ}}=\frac{98}{0.940-0.171}\approx 127.5 N. About 30 % more is needed than for a horizontal push: pushing downward increases the normal force, and therefore the friction to overcome. Pushing down works against you.

102030405060708090100110120130102030405060708090100110static: f = Fthreshold: 98 Nkinetic: 58.8 Napplied force F (N)f (N)
Part d): as long as the crate does not move, ff follows FF exactly; at the 98 N threshold it drops to 58.8 N, the value of kinetic friction, and stays there.
N = 239.6 NP = 196 NF = 127.5 Nfs = 119.8 N20°
Part e), at the threshold: the downward push (orange) loads the support, N=239.6N=239.6 N instead of 196 N, and the friction to overcome grows accordingly. Arrows drawn to scale.

Exercise 4: Round trip on a rough inclined plane

A block is launched up a plane inclined at 30° with an initial speed of 8 m/s. The coefficients of friction between the block and the plane are μs=0.30\mu_{s}=0.30 and μk=0.25\mu_{k}=0.25. The xx axis is taken along the slope, pointing up.

30°v₀ = 8 m/sμs = 0.30 μk = 0.25
  • a) During the ascent, draw the free-body diagram and show that the acceleration is a=−g(sin⁡θ+μkcos⁡θ)a=-g(\sin\theta+\mu_{k}\cos\theta). Calculate it.
  • b) What distance does the block travel along the slope before stopping?
  • c) Once stopped, does the block stay at rest or slide back down? Justify with a precise criterion.
  • d) Find the acceleration during the descent, then the speed of the block when it passes back through its starting point.
  • e) Explain physically why the ascent and the descent do not have the same acceleration, and why the block comes back more slowly than it left.

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  • a) a=−g(sin⁡θ+μkcos⁡θ)≈−7.02a=-g(\sin\theta+\mu_{k}\cos\theta)\approx -7.02 m/s²
  • b) Δx≈4.56\Delta x\approx 4.56 m
  • c) It slides back: tan⁡30∘≈0.577>μs=0.30\tan 30^{\circ}\approx 0.577>\mu_{s}=0.30
  • d) a≈2.78a\approx 2.78 m/s² down the slope, return at ≈5.0\approx 5.0 m/s
  • e) Friction always opposes the slipping: it adds to the weight going up, opposes it going down
a)

On the way up, three forces act: the weight (components −mgsin⁡θ-mg\sin\theta along the slope and −mgcos⁡θ-mg\cos\theta perpendicular to it), the normal force N=mgcos⁡θN=mg\cos\theta, and the kinetic friction fk=μkNf_{k}=\mu_{k}N directed DOWN the slope (it opposes the slipping, which is upward). Newton along the slope: ma=−mgsin⁡θ−μkmgcos⁡θma=-mg\sin\theta-\mu_{k}mg\cos\theta, the mass cancels: a=−9.8(0.5+0.25×0.866)≈−7.02a=-9.8(0.5+0.25\times 0.866)\approx -7.02 m/s².

b)

With vf2=vi2+2aΔxv_{f}^{2}=v_{i}^{2}+2a\Delta x: 0=64−2(7.02)Δx0=64-2(7.02)\Delta x, so Δx=6414.04≈4.56\Delta x=\frac{64}{14.04}\approx 4.56 m.

c)

It slides back. Criterion: a block at rest stays in place if tan⁡θ≤μs\tan\theta\leq\mu_{s}. But tan⁡30∘≈0.577>0.30\tan 30^{\circ}\approx 0.577>0.30: the maximum static friction (μsmgcos⁡θ\mu_{s}mg\cos\theta) is not enough to hold back the component of the weight (mgsin⁡θmg\sin\theta), so the block slides down.

d)

On the way down, the slipping is downward, so the friction now points UP the slope: a=g(sin⁡θ−μkcos⁡θ)=9.8(0.5−0.217)≈2.78a=g(\sin\theta-\mu_{k}\cos\theta)=9.8(0.5-0.217)\approx 2.78 m/s² (directed down the slope). Speed on return: v=2(2.78)(4.56)≈5.0v=\sqrt{2(2.78)(4.56)}\approx 5.0 m/s.

e)

The weight does not change, but the friction changes direction: it always opposes the slipping. On the way up, weight and friction both pull down the slope (they add: strong deceleration); on the way down, they oppose each other (weak acceleration). Over the round trip, friction did negative work in both directions: the block returns with only 5.0282≈40\frac{5.0^{2}}{8^{2}}\approx 40 % of its initial kinetic energy, the rest having been dissipated as heat, hence a return slower than the departure.

30°mgNfkva
Going up, friction (purple) points down the slope, on the same side as mgsin⁡θmg\sin\theta: both slow the block, a=−7.02a=-7.02 m/s². Arrows drawn to scale.
30°mgNfkva
Going down, friction changes direction and holds the block back: it opposes mgsin⁡θmg\sin\theta, hence only a=2.78a=2.78 m/s², down the slope. Arrows drawn to scale.

Exercise 5: Two-mass system joined by a pulley

A 6 kg block rests on a horizontal table (μk=0.20\mu_{k}=0.20 with the table). An inextensible rope joins it, over an ideal pulley fixed at the edge of the table, to a 4 kg block hanging in the air. The system is released from rest and the hanging block moves down.

6 kg4 kgideal pulleyμk = 0.20the 4 kg block moves down
  • a) Draw the free-body diagram of each of the two blocks.
  • b) Write Newton's equation for each block, explaining why the two share the same magnitude of acceleration and the same tension.
  • c) Find the acceleration of the system and the tension in the rope.
  • d) A student claims that the tension is T=m2g=39.2T=m_{2}g=39.2 N because it is the 4 kg block that pulls the rope. Show numerically that this is impossible and identify the error in the reasoning.
  • e) What minimum coefficient of static friction between the 6 kg block and the table would keep the system at rest?

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  • a) Bottom block: weight 58.858.8 N, normal force, tension, friction. Hanging block: weight 39.239.2 N, tension
  • b) Inextensible rope so same aa; ideal pulley so same TT
  • c) a≈2.74a\approx 2.74 m/s², T≈28.2T\approx 28.2 N
  • d) T=m2gT=m_{2}g holds only at equilibrium: here 11.8 N<T<39.211.8\ \text{N}<T<39.2 N
  • e) μs≥m2/m1=4/6≈0.67\mu_{s}\geq m_{2}/m_{1}=4/6\approx 0.67
a)

6 kg block (on the table): weight 58.8 N downward, normal force NN upward, tension TT horizontal toward the pulley, kinetic friction fkf_{k} opposite to the motion. 4 kg block (hanging): weight 39.2 N downward, tension TT upward.

b)

The rope is inextensible: the two blocks travel the same distance in the same time, hence the same magnitude of acceleration aa. The pulley is ideal (massless and frictionless): it changes the direction of the tension without changing its magnitude, hence the same TT at both ends. Block on the table (axis toward the pulley): T−μkm1g=m1aT-\mu_{k}m_{1}g=m_{1}a. Hanging block (axis downward): m2g−T=m2am_{2}g-T=m_{2}a.

c)

Adding the two equations, TT cancels: m2g−μkm1g=(m1+m2)am_{2}g-\mu_{k}m_{1}g=(m_{1}+m_{2})a, so a=39.2−(0.20)(58.8)10=39.2−11.7610≈2.74a=\frac{39.2-(0.20)(58.8)}{10}=\frac{39.2-11.76}{10}\approx 2.74 m/s². Tension: T=m2(g−a)=4(9.8−2.744)≈28.2T=m_{2}(g-a)=4(9.8-2.744)\approx 28.2 N. Check with the other block: 28.2−11.76=16.5≈(6)(2.744)28.2-11.76=16.5\approx(6)(2.744), consistent.

d)

If TT were 39.2 N, the hanging block would feel a net force m2g−T=0m_{2}g-T=0: it would not accelerate from rest, while the block on the table would feel 39.2−11.76>039.2-11.76>0 and would accelerate. The two blocks would move in ways incompatible with an inextensible rope: contradiction. The error: T=m2gT=m_{2}g is true only at equilibrium (a=0a=0). As soon as the system accelerates, the tension lies strictly between the friction force (11.8 N) and the weight of the hanging block (39.2 N).

e)

The system stays at rest if static friction can balance the tension, which is then T=m2g=39.2T=m_{2}g=39.2 N: we need μsm1g≥39.2\mu_{s}m_{1}g\geq 39.2, so μs≥m2m1=46≈0.67\mu_{s}\geq\frac{m_{2}}{m_{1}}=\frac{4}{6}\approx 0.67.

N = 58.8 NP = 58.8 NT = 28.2 Nfk = 11.8 Na6 kg blockT = 28.2 NP = 39.2 Na4 kg block
Same TT and same aa for both blocks; T=28.2T=28.2 N stays between the friction (11.8 N) and the weight of the hanging block (39.2 N). Arrows drawn to scale.

Part B: exam level (/50)

Exercise 6: The third law: three blocks pushed, and the horse paradox

Three blocks sit side by side, in contact, on a frictionless horizontal surface: m1=2.00m_{1}=2.00 kg, m2=3.00m_{2}=3.00 kg and m3=5.00m_{3}=5.00 kg, in that order from left to right. A horizontal force F=30.0F=30.0 N pushes block 1 to the right.

2 kg3 kg5 kgF = 30.0 Nfrictionless surface
  • a) Find the acceleration of the group. Justify precisely why the three blocks can be treated as a single body.
  • b) Find the contact force between blocks 1 and 2, then between blocks 2 and 3. Obtain each result in two different ways and check that they agree.
  • c) Block 1 pushes block 2 with 24.024.0 N and block 2 pushes block 1 with 24.024.0 N in the opposite direction. Why do these two forces not cancel, and why does the group move anyway?
  • d) The same 30.030.0 N force is now applied to block 3, directed to the left. Does the acceleration change? And the contact forces? What should be remembered from this?
  • e) The horse paradox: a horse pulls a cart, and the cart pulls the horse with an equal and opposite force. Why does the team move? Identify the force that really sets the system in motion.

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  • a) a=3.00a=3.00 m/s²: the contacts are forces internal to the three-block system
  • b) F12=24.0F_{12}=24.0 N and F23=15.0F_{23}=15.0 N, confirmed by both ways of splitting the system
  • c) An action-reaction pair acts on TWO bodies: it never appears in the same diagram
  • d) a=3.00a=3.00 m/s² unchanged, but F32=15.0F_{32}=15.0 N and F21=6.00F_{21}=6.00 N
  • e) The friction of the ground on the hooves, the only force EXTERNAL to the team
a)

The three blocks stay in contact, so they necessarily have the same acceleration: the second law can be applied to them as to a single body of mass m1+m2+m3=10.0m_{1}+m_{2}+m_{3}=10.0 kg. The contact forces between blocks are INTERNAL to the system defined this way and cancel in pairs in the overall balance. What remains is F=(m1+m2+m3)aF=(m_{1}+m_{2}+m_{3})a, that is a=30.010.0=3.00a=\frac{30.0}{10.0}=3.00 m/s2^{2} to the right.

b)

Force between 1 and 2, isolating block 1: F−F12=m1aF-F_{12}=m_{1}a, so F12=30.0−2.00(3.00)=24.0F_{12}=30.0-2.00(3.00)=24.0 N. Check by isolating the subsystem {2,3}\{2,3\}: the only external horizontal force is F12F_{12}, so F12=(3.00+5.00)(3.00)=24.0F_{12}=(3.00+5.00)(3.00)=24.0 N. Force between 2 and 3, isolating block 3: F23=m3a=5.00(3.00)=15.0F_{23}=m_{3}a=5.00(3.00)=15.0 N. Check by isolating {1,2}\{1,2\}: F−F23=(2.00+3.00)(3.00)=15.0F-F_{23}=(2.00+3.00)(3.00)=15.0, so F23=30.0−15.0=15.0F_{23}=30.0-15.0=15.0 N. The two methods agree, which is the best check available on this type of problem.

c)

Because they do not act on the same body. An action-reaction pair always acts on TWO different objects, and two forces can cancel only if they act on the same object. In the free-body diagram of block 1 appears only the 24.024.0 N exerted BY block 2; in that of block 2 appears only the 24.024.0 N exerted BY block 1. Neither diagram contains both. The confusion comes from mixing up the third law (two bodies, two forces) with equilibrium (one body, several forces).

d)

The acceleration is unchanged, a=30.010.0=3.00a=\frac{30.0}{10.0}=3.00 m/s2^{2}, this time to the left: the overall balance sees only the total mass and the external force. The contact forces, however, change completely. Isolating block 3: F−F32=m3aF-F_{32}=m_{3}a, so F32=30.0−15.0=15.0F_{32}=30.0-15.0=15.0 N. Isolating block 1: F21=m1a=6.00F_{21}=m_{1}a=6.00 N. The values went from 24.024.0 and 15.015.0 N to 15.015.0 and 6.006.00 N. To remember: the overall acceleration does not depend on where the force is applied, but the internal forces depend on it entirely. That is why how the effort is applied matters: a train pulled from the front keeps its couplings in tension, whereas a push from the rear puts them in compression, which makes them buckle and risks derailing the train.

e)

The horse's force on the cart and the cart's force on the horse do form an action-reaction pair, but they are INTERNAL to the complete horse-and-cart system: they therefore cannot change the motion of the whole. What moves the team is an external force: the horse's hooves push the ground backward, and by the third law the ground pushes the horse forward. This friction from the ground is the driving force. We can check by isolating the horse alone: it moves forward because the force of the ground on its hooves exceeds the pull that the cart exerts on it backward. On ice, this external force disappears and the team does not move, however much energy the horse puts in.

FF₂₁N₁m₁gblock 1F₁₂F₃₂N₂m₂gblock 2F₂₃N₃m₃gblock 3
Arrows drawn to scale: F21=F12=24.0F_{21}=F_{12}=24.0 N and F32=F23=15.0F_{32}=F_{23}=15.0 N. Each action-reaction pair is split between two diagrams, never in the same one.

Exercise 7: The banked curve: two derivations

A highway curve of radius 50 m is banked at an angle θ\theta such that tan⁡θ=0.40\tan\theta=0.40 (that is, θ≈21.8∘\theta\approx 21.8^{\circ}). We study a car going around it at constant speed, on a horizontal circular path.

θaxis of the curvetoward the centre
  • a) With no friction at all, only the normal force and the weight act on the car. Show that the ideal speed is v=grtan⁡θv=\sqrt{gr\tan\theta} and calculate it. Why are curves banked?
  • b) The car travels slower than the ideal speed. In which direction does friction act along the slope? And if it travels faster? Justify without calculation.
  • c) With a coefficient of static friction μs=0.40\mu_{s}=0.40, show that the maximum speed without skidding is vmax=gr tan⁡θ+μs1−μstan⁡θv_{max}=\sqrt{gr\,\frac{\tan\theta+\mu_{s}}{1-\mu_{s}\tan\theta}} and calculate it.
  • d) A driver enters this curve at 20 m/s (72 km/h) on an icy road where μs\mu_{s} is nearly zero. What happens? Conclude on the respective roles of banking and friction.

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  • a) v=grtan⁡θ=14v=\sqrt{gr\tan\theta}=14 m/s, or 50.450.4 km/h, independent of the mass
  • b) Up the slope if travelling slower, down the slope if travelling faster
  • c) vmax≈21.6v_{max}\approx 21.6 m/s, about 7878 km/h
  • d) It skids outward: banking guarantees only a single speed
a)

Axes: horizontal (toward the centre of the curve) and vertical. The normal force, perpendicular to the tilted road, has a horizontal component Nsin⁡θN\sin\theta (toward the centre) and a vertical component Ncos⁡θN\cos\theta. Vertically there is no acceleration: Ncos⁡θ=mgN\cos\theta=mg. Horizontally, the net force provides the centripetal acceleration: Nsin⁡θ=mv2rN\sin\theta=\frac{mv^{2}}{r}. Dividing the two equations: tan⁡θ=v2gr\tan\theta=\frac{v^{2}}{gr}, so v=grtan⁡θ=(9.8)(50)(0.40)=196=14v=\sqrt{gr\tan\theta}=\sqrt{(9.8)(50)(0.40)}=\sqrt{196}=14 m/s (50.4 km/h). The mass has disappeared: banking lets ANY vehicle take the curve at this speed without needing any friction, hence its value on ice or in the rain.

b)

Below the ideal speed, the horizontal component of the normal force is too large for the curvature required: the car tends to slide inward (down the slope), so friction acts UP the slope. Above the ideal speed, it is the opposite: the car tends to slide outward, and friction acts DOWN the slope, adding its centripetal contribution to that of the normal force.

c)

At the threshold of skidding outward, fs=μsNf_{s}=\mu_{s}N points down the slope. Its components: μsNcos⁡θ\mu_{s}N\cos\theta horizontal (toward the centre) and μsNsin⁡θ\mu_{s}N\sin\theta vertical (downward). The equations become: vertical Ncos⁡θ−μsNsin⁡θ=mgN\cos\theta-\mu_{s}N\sin\theta=mg; horizontal Nsin⁡θ+μsNcos⁡θ=mvmax2rN\sin\theta+\mu_{s}N\cos\theta=\frac{mv_{max}^{2}}{r}. Dividing the second by the first, NN and mm cancel: vmax2gr=sin⁡θ+μscos⁡θcos⁡θ−μssin⁡θ=tan⁡θ+μs1−μstan⁡θ\frac{v_{max}^{2}}{gr}=\frac{\sin\theta+\mu_{s}\cos\theta}{\cos\theta-\mu_{s}\sin\theta}=\frac{\tan\theta+\mu_{s}}{1-\mu_{s}\tan\theta}. Numerically: vmax=(9.8)(50)×0.40+0.401−(0.40)(0.40)=490×0.800.84≈21.6v_{max}=\sqrt{(9.8)(50)\times\frac{0.40+0.40}{1-(0.40)(0.40)}}=\sqrt{490\times\frac{0.80}{0.84}}\approx 21.6 m/s (about 78 km/h).

d)

On ice, the car can count only on the banking, which keeps the car on its path only at the ideal speed of 14 m/s. At 20 m/s, there is not enough centripetal force: the car skids toward the outside of the curve (it follows a path that is too straight). Conclusion: banking guarantees a safe curve at ONE design speed; friction provides the margin around that speed, here from 14 up to 21.6 m/s on a dry road, a margin that disappears with it.

21.8°NmgΣF
Part a): the normal force leans toward the centre; its vertical part carries mgmg, its horizontal part is the net force mv2r\frac{mv^{2}}{r} (black dotted). Arrows drawn to scale.
21.8°NmgfsΣF
Part c), at vmaxv_{max}: static friction points down the slope and adds a horizontal part toward the centre; the net force grows accordingly. Arrows drawn to scale.

Exercise 8: The vertical circle and the conical pendulum

First situation: a bucket of water of total mass 1.201.20 kg is swung in a vertical plane at the end of a 0.9000.900 m rope. Second situation, in parts d) and e): a 0.2500.250 kg ball hanging from a 1.201.20 m string moves in a horizontal circle, the string making a constant angle of 25.0∘25.0^{\circ} with the vertical. Take g=9.80g=9.80 m/s2^{2}.

R = 0.900 mbucket, vertical circle25.0°1.20 mconical pendulum
  • a) At the top of the vertical circle, list the forces and write Newton's second law along the radial direction. Find the minimum speed for the water to stay in the bucket, and the corresponding tension.
  • b) The bucket turns at 4.004.00 m/s. Find the tension at the top, then at the lowest point assuming the same speed. Comment on the ratio of the two.
  • c) What happens physically if the speed at the top falls below the value found in a)? Why can we not invoke a centrifugal force that would press the water against the bottom of the bucket?
  • d) For the conical pendulum, find the tension in the string, the radius of the circle described and the speed of the ball.
  • e) Show that the period of the conical pendulum is T=2πLcos⁡θgT=2\pi\sqrt{\frac{L\cos\theta}{g}}, check it numerically, then explain why the string can never become horizontal, however fast the ball is made to turn.

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  • a) vmin=gR≈2.97v_{min}=\sqrt{gR}\approx 2.97 m/s, with N=0N=0 and T=0T=0 at the top
  • b) Ttop≈9.57T_{top}\approx 9.57 N, Tbottom≈33.1T_{bottom}\approx 33.1 N, ratio ≈3.46\approx 3.46
  • c) The water leaves the circle and becomes a projectile; centrifugal force does not exist here
  • d) T≈2.70T\approx 2.70 N, R≈0.507R\approx 0.507 m, v≈1.52v\approx 1.52 m/s
  • e) T=2πLcos⁡θ/g≈2.09T=2\pi\sqrt{L\cos\theta/g}\approx 2.09 s; cos⁡θ=0\cos\theta=0 would require an infinite tension
a)

At the top, two forces act on the water: its weight mgmg downward and the force from the bottom of the bucket NN, also downward since the bucket is upside down. Both therefore point toward the centre of the circle. The second law along the radial direction (positive toward the centre) gives mg+N=mv2Rmg+N=\frac{mv^{2}}{R}. The limiting condition is N=0N=0, the bucket just ceasing to push: mg=mv2Rmg=\frac{mv^{2}}{R}, so vmin=gR=9.80(0.900)≈2.97v_{min}=\sqrt{gR}=\sqrt{9.80(0.900)}\approx 2.97 m/s. The mass disappears: the result is the same for a full or an empty bucket. The tension in the rope is then T=0T=0 at the top: at exactly this speed the rope just goes slack, and the bucket and the water follow the circle under their weight alone.

b)

Top: T+mg=mv2RT+mg=\frac{mv^{2}}{R}, so T=1.20(16.0)0.900−1.20(9.80)=21.3−11.8≈9.57T=\frac{1.20(16.0)}{0.900}-1.20(9.80)=21.3-11.8\approx 9.57 N. Lowest point: the weight now points away from the centre, so T−mg=mv2RT-mg=\frac{mv^{2}}{R} and T=21.3+11.8≈33.1T=21.3+11.8\approx 33.1 N. The ratio is about 3.53.5: it is at the bottom that the rope may break, never at the top. In practice the gap is even larger, because the real speed at the bottom exceeds that at the top, gravity having done work during the descent. Assuming an identical speed is an idealization that the chapter on energy will let us remove.

c)

Below vminv_{min}, the required centripetal acceleration v2R\frac{v^{2}}{R} becomes less than gg. But at the top gravity alone provides an acceleration of gg toward the centre, and the bottom of the bucket can only PUSH the water, never hold it back: it cannot reduce the downward acceleration. The water can no longer follow the circle and leaves the path, becoming a simple projectile that falls. As for centrifugal force, it does not exist in an inertial frame: no object exerts it on the water, and it cannot appear in a free-body diagram. What we mistake for it is the inertia of the water, which tends to continue in a straight line while the bucket turns.

d)

The ball moves in a horizontal circle at constant speed: its acceleration is purely centripetal, hence horizontal and directed toward the axis. The vertical is therefore in equilibrium: Tcos⁡θ=mgT\cos\theta=mg, so T=0.250(9.80)cos⁡25.0∘≈2.70T=\frac{0.250(9.80)}{\cos 25.0^{\circ}}\approx 2.70 N. Radius: R=Lsin⁡θ=1.20sin⁡25.0∘≈0.507R=L\sin\theta=1.20\sin 25.0^{\circ}\approx 0.507 m. Horizontal: Tsin⁡θ=mv2RT\sin\theta=\frac{mv^{2}}{R}, so v=TRsin⁡θm=2.70(0.507)(0.4226)0.250≈1.52v=\sqrt{\frac{T R\sin\theta}{m}}=\sqrt{\frac{2.70(0.507)(0.4226)}{0.250}}\approx 1.52 m/s.

e)

Derivation: dividing the horizontal equation by the vertical equation, tan⁡θ=v2gR\tan\theta=\frac{v^{2}}{gR}. With R=Lsin⁡θR=L\sin\theta and v=2πRTv=\frac{2\pi R}{T}: tan⁡θ=4π2R2T2gR=4π2Lsin⁡θT2g\tan\theta=\frac{4\pi^{2}R^{2}}{T^{2}gR}=\frac{4\pi^{2}L\sin\theta}{T^{2}g}. Dividing by sin⁡θ\sin\theta (nonzero) leaves 1cos⁡θ=4π2LT2g\frac{1}{\cos\theta}=\frac{4\pi^{2}L}{T^{2}g}, that is T=2πLcos⁡θgT=2\pi\sqrt{\frac{L\cos\theta}{g}}. Check: 2π1.20cos⁡25.0∘9.80≈2.092\pi\sqrt{\frac{1.20\cos 25.0^{\circ}}{9.80}}\approx 2.09 s, which matches 2πRv=2π(0.507)1.52≈2.09\frac{2\pi R}{v}=\frac{2\pi(0.507)}{1.52}\approx 2.09 s. Finally, a horizontal string would mean θ=90∘\theta=90^{\circ} and cos⁡θ=0\cos\theta=0: the vertical equation Tcos⁡θ=mgT\cos\theta=mg would require an infinite tension. There must always be a vertical component of the tension to carry the weight, so the string always keeps some inclination, however small. That is exactly why no taut cable, no clothesline, is ever perfectly straight.

centreT = 9.57 NmgT = 33.1 Nmg
Part b), same speed at both points: at the top TT and mgmg both aim at the centre, at the bottom they oppose each other, hence T=9.57T=9.57 N against 33.133.1 N. Arrows drawn to scale.
T = 2.70 Nmg = 2.45 NΣF25°
Part d): the tension carries the weight with its vertical part; its horizontal part, Tsin⁡25°T\sin 25°, is the whole net force toward the axis. Arrows drawn to scale.

Exercise 9: Stacked blocks: when friction makes things move

A 2 kg block sits on a 6 kg block, which itself rests on a frictionless horizontal floor. Between the two blocks, μs=0.60\mu_{s}=0.60 and μk=0.40\mu_{k}=0.40. A horizontal force FF is applied to the BOTTOM block.

6 kg2 kgFμs = 0.60 μk = 0.40frictionless floor
  • a) What force makes the top block accelerate? Give its direction and explain the apparent paradox: here friction propels instead of braking.
  • b) Show that the two blocks move as one as long as their common acceleration does not exceed amax=μsga_{max}=\mu_{s}g, then find the corresponding maximum force FmaxF_{max}.
  • c) A force F=60F=60 N is applied. Show that the blocks slide on each other and find the acceleration of each.
  • d) In case c), give the force that the top block exerts on the bottom block (magnitude and direction) and identify the action-reaction pair.

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  • a) The friction exerted by the bottom block, directed forward
  • b) amax=μsg=5.88a_{max}=\mu_{s}g=5.88 m/s², so Fmax≈47.0F_{max}\approx 47.0 N
  • c) fk=7.84f_{k}=7.84 N, atop=3.92a_{top}=3.92 m/s², abottom≈8.69a_{bottom}\approx 8.69 m/s²
  • d) 7.847.84 N backward, the reaction to the forward friction on the top block
a)

The only horizontal force on the top block is the friction exerted by the bottom block, directed FORWARD (in the direction of FF). Without it, the bottom block would slide out from under the top block, which would stay in place: the slipping of the top relative to the bottom would be backward, and friction opposes this relative slipping, so it pushes the top block forward. Friction opposes the slipping BETWEEN the surfaces, not motion in general.

b)

For the top block alone, Newton gives fs=mtaf_{s}=m_{t}a. Static friction is capped: fs≤μsmtgf_{s}\leq\mu_{s}m_{t}g, so a≤μsg=(0.60)(9.8)=5.88a\leq\mu_{s}g=(0.60)(9.8)=5.88 m/s², regardless of the masses. For the whole assembly (8 kg, frictionless floor): Fmax=(mt+mb) amax=(8)(5.88)≈47.0F_{max}=(m_{t}+m_{b})\,a_{max}=(8)(5.88)\approx 47.0 N.

c)

60>47.060>47.0 N: the top block can no longer keep up, so it slides. Friction becomes kinetic: fk=μkmtg=(0.40)(2)(9.8)=7.84f_{k}=\mu_{k}m_{t}g=(0.40)(2)(9.8)=7.84 N. Top block: at=7.842=3.92a_{t}=\frac{7.84}{2}=3.92 m/s². Bottom block: it feels F=60F=60 N forward and the reaction of the friction, 7.84 N backward: ab=60−7.846≈8.69a_{b}=\frac{60-7.84}{6}\approx 8.69 m/s². The bottom block pulls ahead (ab>ata_{b}>a_{t}): the top block falls back relative to it and will eventually fall off the rear.

d)

The top block exerts on the bottom block: vertically a push of mtg=19.6m_{t}g=19.6 N downward (the normal force, equal to the weight of the top block), and horizontally 7.84 N BACKWARD. This last force is the reaction (Newton's third law) to the 7.84 N forward friction that the bottom block exerts on the top block: same magnitude, opposite directions, acting on two different bodies. That is exactly why it slows the bottom block in the calculation of aba_{b}.

N = 19.6 NP = 19.6 Nf = 7.84 Ntop blockN floor = 78.4 NP = 58.8 N19.6 NF = 60 N7.84 Nbottom block
Case F=60F=60 N. Friction pushes the top block FORWARD and holds the bottom block back: an action-reaction pair of 7.84 N; the blue 19.6 N downward is the load of the top block. Lengths not to scale.

Exercise 10: Fluid friction and terminal speed

A 12.012.0 g steel ball is dropped with no initial speed into a graduated cylinder of glycerin. It is subject to its weight, a constant buoyant force of 1.50×10−21.50\times 10^{-2} N directed upward, and a viscous drag proportional to the speed, f=bvf=bv with b=0.0850b=0.0850 N⋅\cdots/m, always opposite to the motion. Take g=9.80g=9.80 m/s2^{2}.

steel ballm = 12.0 gv₀ = 0glycerin
  • a) Draw the free-body diagram of the ball while it falls and write Newton's second law. What do you notice compared with all the dynamics problems so far?
  • b) Find the acceleration of the ball just after release. Why is it not equal to gg?
  • c) Find the terminal speed of the ball and the value of the acceleration at that moment.
  • d) The solution of the equation is v(t)=vT(1−e−t/τ)v(t)=v_{T}\left(1-\mathrm{e}^{-t/\tau}\right) with τ=mb\tau=\frac{m}{b}. Find τ\tau, then the time needed to reach 99 %99\,\% of the terminal speed. Does the ball ever reach exactly vTv_{T}?
  • e) For a large body such as a skydiver, the drag is rather kv2kv^{2}. An 80.080.0 kg skydiver reaches 55.055.0 m/s with arms and legs spread. Find kk, then the new kk after the parachute opens, given that the terminal speed drops to 6.006.00 m/s. Finally, find the deceleration experienced if the parachute reached its full area instantly at 55.055.0 m/s, and conclude.

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  • a) mdvdt=mg−FB−bvm\dfrac{dv}{dt}=mg-F_{B}-bv: the net force depends on the speed, constant acceleration no longer applies
  • b) a0=8.55a_{0}=8.55 m/s², reduced by the buoyant force alone
  • c) vT≈1.21v_{T}\approx 1.21 m/s, and the acceleration there is exactly zero
  • d) τ≈0.141\tau\approx 0.141 s, t99≈0.650t_{99}\approx 0.650 s; never exactly, it is an asymptote
  • e) k≈0.259k\approx 0.259 kg/m, k′≈21.8k'\approx 21.8 kg/m, deceleration ≈814\approx 814 m/s², or 83 g83\,g
a)

Three forces: the weight mgmg downward, the buoyant force FBF_{B} upward and the drag bvbv upward. Positive axis downward: mdvdt=mg−FB−bvm\frac{dv}{dt}=mg-F_{B}-bv. The novelty is crucial: the net force DEPENDS on the speed, so the acceleration is not constant and no constant-acceleration equation applies. We get a differential equation, and the motion is described by a transient regime followed by a steady regime.

b)

At t=0t=0, v=0v=0 so the drag is zero: a0=mg−FBm=0.1176−0.01500.0120=0.10260.0120=8.55a_{0}=\frac{mg-F_{B}}{m}=\frac{0.1176-0.0150}{0.0120}=\frac{0.1026}{0.0120}=8.55 m/s2^{2}. It is less than gg because of the buoyant force alone, which does not depend on the speed and acts from the very first instant. The drag does nothing yet.

c)

The terminal speed is reached when the acceleration vanishes, that is, when the forces balance: bvT=mg−FBbv_{T}=mg-F_{B}, so vT=0.10260.0850≈1.21v_{T}=\frac{0.1026}{0.0850}\approx 1.21 m/s. The acceleration is then exactly zero: the ball afterwards descends at strictly constant speed. Motion at constant speed requires no net force, only equilibrium, in agreement with the first law.

d)

τ=mb=0.01200.0850≈0.141\tau=\frac{m}{b}=\frac{0.0120}{0.0850}\approx 0.141 s. For 99 %99\,\%: 1−e−t/τ=0.991-\mathrm{e}^{-t/\tau}=0.99 gives e−t/τ=0.01\mathrm{e}^{-t/\tau}=0.01, so t=τln⁡100≈0.141(4.61)≈0.650t=\tau\ln 100\approx 0.141(4.61)\approx 0.650 s. No, the ball never reaches exactly vTv_{T}: the exponential vanishes for no finite value of tt, so the terminal speed is an asymptote. In practice, after a few τ\tau the gap becomes smaller than any measurement precision, and we say the terminal speed has been reached.

e)

Spread out: at terminal speed, kvT2=mgkv_{T}^{2}=mg, so k=80.0(9.80)55.02=7843025≈0.259k=\frac{80.0(9.80)}{55.0^{2}}=\frac{784}{3025}\approx 0.259 kg/m. Parachute open: k′=7846.002=78436.0≈21.8k'=\frac{784}{6.00^{2}}=\frac{784}{36.0}\approx 21.8 kg/m, about 8484 times larger, which is indeed the order of magnitude of the ratio of the areas. If this value applied all at once while the skydiver is still travelling at 55.055.0 m/s: F=k′v2=21.8(3025)≈6.59×104F=k'v^{2}=21.8(3025)\approx 6.59\times 10^{4} N upward, net force 6.51×1046.51\times 10^{4} N, so a=6.51×10480.0≈814a=\frac{6.51\times 10^{4}}{80.0}\approx 814 m/s2^{2}, or 83 g83\,g. No human body survives that. The conclusion is physical, not mathematical: a parachute CANNOT open instantly. Modern canopies deploy gradually, over about a second, thanks to a slider that holds back the opening, which brings the deceleration down to only a few gg.

−0.10.10.20.30.40.50.60.70.80.9−0.4−0.20.20.40.60.811.21.4terminal speed = 1.21 m/sat t = τ = 0.141 s:t (s)v (m/s)63 % of terminal speed
mgFBat releasemgFBbvvTat terminal speed
At release, the drag is zero; at terminal speed, bvTbv_{T} and FBF_{B} exactly balance mgmg: zero net force, the ball descends at constant speed. Arrows drawn to scale.
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