Physics Lab

Unit 3: Laws of Motion & Friction

This unit is the mechanics workhorse of JEE. Free-body-diagram (FBD) and constraint problems show up everywhere — usually 1–2 direct questions in JEE Main, but feeding into nearly every multi-step JEE Advanced problem in mechanics. Expect pulley-string-incline systems, wedge constraints, and "is the block moving?" friction questions every year.

Typical question types:

  • JEE Main: a block on an incline with friction (find acceleration / minimum force), Atwood machine (find acceleration & tension), two-block stacked problem (relative slipping).
  • JEE Advanced: multi-pulley systems with constraint equations, wedge-block constraint, pseudo-force in accelerating elevator or accelerating wedge, impulsive tension problems.

Concept Map

  • Newton's Laws
    • First law (inertia), second law (F⃗=dp⃗/dt\vec F=d\vec p/dt), third law (action-reaction)
    • Inertial frames, non-inertial frames, pseudo forces
  • Free-Body Diagrams
    • Identifying forces on each object: gravity, normal, tension, friction, spring, applied
    • Sign conventions, choosing axes
  • Pulley & String Systems
    • Massless string assumption: tension uniform
    • Single fixed pulley, modified Atwood (one mass on table)
    • Multiple-pulley systems & constraint equations
    • Accelerating pulley (pseudo-force treatment)
    • Impulsive tension (sudden jerks)
  • Inclined Plane
    • Smooth incline kinematics
    • Friction on incline (sliding vs static)
    • Minimum force to push/pull up; minimum to hold
  • Wedge Problems
    • Block on smooth wedge, wedge free to move
    • Constraint between block and wedge motion
  • Friction
    • Static & kinetic; coefficient μs,μk\mu_s, \mu_k
    • Angle of friction λ\lambda, angle of repose θr\theta_r
    • Rolling friction (mention)
  • Pseudo Forces
    • Linearly accelerating frames
    • Rotating frames hint (centrifugal, Coriolis ideas)

Topic 1: Newton's Laws of Motion

Sub-topic A: The three laws

First law (law of inertia). A body continues in its state of rest or uniform motion in a straight line unless acted on by a net external force. Defines the concept of an inertial frame.

Second law. Rate of change of linear momentum equals the net external force:

F⃗net=dp⃗dt.\vec F_{net} = \frac{d\vec p}{dt}.

For constant mass, F⃗=ma⃗\vec F = m\vec a.

Third law. Forces between two bodies are equal and opposite, acting on different bodies and along the same line.

Sub-topic B: Linear momentum and impulse

p⃗=mv⃗\vec p = m\vec v. Impulse J⃗=∫F⃗ dt=Δp⃗\vec J = \int \vec F\,dt = \Delta\vec p. For a constant force, J⃗=F⃗⋅Δt\vec J=\vec F\cdot\Delta t.

Sub-topic C: Inertial vs non-inertial frames

In an inertial frame, Newton's laws hold as stated. In a frame accelerating with a⃗0\vec a_0, add a pseudo-force −ma⃗0-m\vec a_0 to every body to recover F⃗=ma⃗\vec F=m\vec a.

Worked Examples (JEE Main level)

Example 1.1. A 22 kg block on a smooth horizontal surface is pulled by 1010 N at 30∘30^\circ above horizontal. Find acceleration and normal force (g=10g=10).

Horizontal: a=10cos⁡30∘/2=53/2≈4.33a = 10\cos30^\circ/2 = 5\sqrt 3/2\approx 4.33 m/s².

Vertical: N+10sin⁡30∘=20⇒N=15N + 10\sin30^\circ = 20\Rightarrow N=15 N.

Example 1.2. A ball of mass 0.20.2 kg moving at 2020 m/s is stopped in 0.010.01 s. Find avg. force.

Impulse =0.2⋅20=4= 0.2\cdot 20 = 4 N·s. F=4/0.01=400F = 4/0.01 = 400 N.


Topic 2: Free-Body Diagrams (FBDs)

Sub-topic A: FBD methodology

  1. Identify each body in the system.
  2. List all forces acting on it: gravity (mgmg down), normal from contact (⊥\perp surface), tension along string toward pulley, friction along surface (opposing relative motion or tendency), applied, spring (−kx-kx).
  3. Choose axes: if there's an inclined or constrained motion, align one axis with motion.
  4. Apply ∑Fx=max\sum F_x = ma_x, ∑Fy=may\sum F_y = ma_y.
  5. Use constraints (rope inextensibility, surface contact) to relate accelerations of different bodies.

Sub-topic B: Constraint equations

If a string of length LL connects two bodies via a pulley, L=constL = \text{const} gives an equation relating their positions. Differentiating twice gives the acceleration constraint.

Example: For a string over a fixed pulley with m1m_1 and m2m_2 hanging, if m1m_1 descends by xx, m2m_2 rises by xx. Hence ∣a1∣=∣a2∣\vert a_1\vert =\vert a_2\vert .

For a pulley itself moving with acceleration apa_p, and a string of fixed length over it: if a1,a2a_1, a_2 are accelerations of the two ends (in ground frame, positive down),

a1+a2=2ap.a_1 + a_2 = 2 a_p.

(Derivation: let y1,y2y_1, y_2 be positions of the ends measured down from a fixed reference, ypy_p position of pulley. String length is (y1−yp)+(y2−yp)=L⇒y1+y2−2yp=L⇒a1+a2=2ap(y_1 - y_p) + (y_2 - y_p) = L\Rightarrow y_1 + y_2 - 2 y_p = L\Rightarrow a_1+a_2 = 2a_p.)

For a string passing over two pulleys, sum of speeds along the string is conserved.

Sub-topic C: Massless string and pulley

For a massless, inextensible string, tension is uniform along the string (and unchanged across an ideal pulley).

Worked Examples (JEE Main level)

Example 2.1. Two masses m1=3m_1=3 kg, m2=2m_2=2 kg connected by a string over a smooth pulley. Find aa and TT.

For m1m_1 (heavier, going down): m1g−T=m1a⇒30−T=3am_1 g - T = m_1 a\Rightarrow 30 - T = 3a.

For m2m_2 (going up): T−m2g=m2a⇒T−20=2aT - m_2 g = m_2 a\Rightarrow T - 20 = 2a.

Adding: 10=5a⇒a=210 = 5a\Rightarrow a=2 m/s². T=20+2⋅2=24T = 20 + 2\cdot2 = 24 N.

Example 2.2. A block of 55 kg on a smooth table is connected by a string over a pulley at the table edge to a hanging mass of 33 kg. Find aa and TT.

For hanging: 3g−T=3a3g - T = 3a.

For table block: T=5aT = 5a.

So 30=8a⇒a=3.7530 = 8a\Rightarrow a=3.75 m/s², T=18.75T=18.75 N.

Worked Examples (JEE Advanced level)

Example 2.A1. A mass m1m_1 hangs from one end of a string over a fixed pulley. The other end goes around a second pulley (movable, mass-less) and is tied to the ceiling. A mass m2m_2 hangs from the movable pulley. Find acceleration of m2m_2 in terms of m1,m2,gm_1, m_2, g.

Let tension in string = TT. The movable pulley has two string segments pulling up; for a massless pulley, 2T=m2(a2+0)2T = m_2(a_2+0)... but the pulley is massless, so net force on it is zero: 2T−Trod−02T - T_{\text{rod}} - 0 — instead, the rope tension is TT throughout (massless string), and the movable pulley is held by two rope-segments giving net upward force 2T2T minus weight of m2m_2 hanging from it. Force eqn on m2m_2: m2g−2T=m2a2m_2 g - 2T = m_2 a_2.

For m1m_1: m1g−T=m1a1m_1 g - T = m_1 a_1.

Constraint: if m1m_1 goes down by x1x_1 and m2m_2 goes down by x2x_2, the lengths change as Δx1+2Δx2=0⇒a1=−2a2\Delta x_1 + 2\Delta x_2 = 0\Rightarrow a_1 = -2 a_2 (if m2m_2 descends, m1m_1 rises twice as fast). Sign convention: take downward positive for both. The string goes from m1m_1 up over the fixed pulley, down to and around the movable pulley, up to the ceiling. If movable pulley goes down by x2x_2, the rope on either side lengthens by x2x_2 each, total 2x22x_2. The rope on the m1m_1 side must shorten by 2x22x_2, so m1m_1 rises by 2x22x_2, i.e. x1=−2x2x_1 = -2 x_2. Hence a1=−2a2a_1 = -2 a_2.

Substitute a1=−2a2a_1 = -2 a_2 into m1g−T=m1a1=−2m1a2⇒T=m1g+2m1a2m_1 g - T = m_1 a_1 = -2 m_1 a_2\Rightarrow T = m_1 g + 2 m_1 a_2.

Into the second equation: m2g−2(m1g+2m1a2)=m2a2⇒(m2−2m1)g=(m2+4m1)a2m_2 g - 2(m_1 g + 2m_1 a_2) = m_2 a_2\Rightarrow (m_2 - 2m_1)g = (m_2 + 4 m_1) a_2.

a2=(m2−2m1)gm2+4m1.a_2 = \frac{(m_2 - 2m_1)g}{m_2 + 4 m_1}.

Example 2.A2 (Accelerating pulley — pseudo force). A pulley is moving up with acceleration apa_p. Masses m1,m2m_1, m_2 are connected over it. Find their accelerations in the ground frame.

In the pulley frame, add pseudo-force miapm_i a_p down to each mass. Effective gravity in this frame is g+apg+a_p. Acceleration in pulley frame: a′=(m1−m2)(g+ap)/(m1+m2)a' = (m_1-m_2)(g+a_p)/(m_1+m_2). In ground frame: a1=ap+a′a_1 = a_p + a', a2=ap−a′a_2 = a_p - a' (for m1m_1 descending in pulley frame, m2m_2 ascending).


Topic 3: Inclined Plane

Sub-topic A: Smooth incline

A block of mass mm on a smooth incline of angle θ\theta. Resolve gravity:

  • Along incline (down-slope): mgsin⁡θmg\sin\theta.
  • Perpendicular (into incline): mgcos⁡θmg\cos\theta.

Normal force N=mgcos⁡θN = mg\cos\theta. Acceleration down the incline: a=gsin⁡θa = g\sin\theta (independent of mass).

Time to slide down length LL from rest: L=12gsin⁡θ t2⇒t=2L/(gsin⁡θ)L = \tfrac12 g\sin\theta\,t^2\Rightarrow t = \sqrt{2L/(g\sin\theta)}. Speed at bottom: v=2gLsin⁡θ=2ghv=\sqrt{2gL\sin\theta}=\sqrt{2gh} (consistent with energy conservation).

Sub-topic B: Friction on incline

If coefficient of static friction is μs\mu_s, the block remains at rest provided tan⁡θ≤μs\tan\theta\le\mu_s. The critical angle, angle of repose, is

θr=tan⁡−1μs.\theta_r = \tan^{-1}\mu_s.

If sliding occurs, kinetic friction acts up the incline: net acceleration

a=g(sin⁡θ−μkcos⁡θ)(down the incline).a = g(\sin\theta - \mu_k\cos\theta)\quad(\text{down the incline}).

If the block moves up under an external force, friction acts down:

a=g(−sin⁡θ−μkcos⁡θ)+Fext/m.a = g(-\sin\theta - \mu_k\cos\theta) + F_{ext}/m.

Sub-topic C: Minimum force on a block on incline

A block of mass mm on incline of angle θ\theta, μ\mu between block and incline, is pulled up by force FF at angle ϕ\phi above the incline. Minimum FF to just move:

Resolve: along incline, Fcos⁡ϕ−mgsin⁡θ−μN=0F\cos\phi - mg\sin\theta - \mu N = 0. Perpendicular: N=mgcos⁡θ−Fsin⁡ϕN = mg\cos\theta - F\sin\phi.

Combine: Fcos⁡ϕ−mgsin⁡θ−μ(mgcos⁡θ−Fsin⁡ϕ)=0⇒F(cos⁡ϕ+μsin⁡ϕ)=mg(sin⁡θ+μcos⁡θ)F\cos\phi - mg\sin\theta - \mu(mg\cos\theta - F\sin\phi) = 0\Rightarrow F(\cos\phi+\mu\sin\phi) = mg(\sin\theta + \mu\cos\theta).

F=mg(sin⁡θ+μcos⁡θ)cos⁡ϕ+μsin⁡ϕ.F = \frac{mg(\sin\theta + \mu\cos\theta)}{\cos\phi + \mu\sin\phi}.

Minimum w.r.t. ϕ\phi (using μ=tan⁡λ\mu=\tan\lambda, λ\lambda = angle of friction):

Fmin⁡=mgsin⁡(θ+λ)atϕ=λ.\boxed{F_{\min} = mg\sin(\theta+\lambda)\quad\text{at}\quad \phi = \lambda.}

(So pull at the angle of friction above the incline for minimum push.)

Worked Examples (JEE Main level)

Example 3.1. A block slides down a smooth incline of 30∘30^\circ from rest. Speed after sliding 55 m?

a=gsin⁡30∘=5a = g\sin30^\circ = 5 m/s². v=2⋅5⋅5=50≈7.07v=\sqrt{2\cdot5\cdot5}=\sqrt{50}\approx 7.07 m/s.

Example 3.2. Same incline but μk=0.2\mu_k = 0.2. Acceleration?

a=g(sin⁡30−0.2cos⁡30)=10(0.5−0.2⋅0.866)=10⋅0.327=3.27a = g(\sin30 - 0.2\cos30) = 10(0.5 - 0.2\cdot 0.866) = 10\cdot 0.327 = 3.27 m/s².

Example 3.3. Angle of repose for μs=1/3\mu_s=1/\sqrt 3?

θr=tan⁡−1(1/3)=30∘\theta_r = \tan^{-1}(1/\sqrt 3) = 30^\circ.

Worked Examples (JEE Advanced level)

Example 3.A1. A 11 kg block is placed on a 30∘30^\circ incline; μ=0.5\mu = 0.5. Find the minimum horizontal force (parallel to ground) required to hold the block stationary, and the minimum to push it up.

Resolve along and perp. to incline. Force FF horizontal; gravity mgmg vertical.

Along incline (up positive): Fcos⁡θ−mgsin⁡θ+f=0F\cos\theta - mg\sin\theta + f = 0 (to hold; ff can act up or down up to μN\mu N).

Perp.: N=mgcos⁡θ+Fsin⁡θN = mg\cos\theta + F\sin\theta.

For the block on the verge of sliding down, friction acts up the incline at max, f=+μNf = +\mu N:

Fcos⁡θ−mgsin⁡θ+μ(mgcos⁡θ+Fsin⁡θ)=0F\cos\theta - mg\sin\theta + \mu(mg\cos\theta + F\sin\theta) = 0.

F(cos⁡θ+μsin⁡θ)=mg(sin⁡θ−μcos⁡θ)F(\cos\theta + \mu\sin\theta) = mg(\sin\theta - \mu\cos\theta).

Fmin⁡,hold=mg(sin⁡θ−μcos⁡θ)cos⁡θ+μsin⁡θ=mgtan⁡(θ−λ)1F_{\min,\text{hold}} = \dfrac{mg(\sin\theta-\mu\cos\theta)}{\cos\theta+\mu\sin\theta} = \dfrac{mg\tan(\theta-\lambda)}{1} (after dividing by cos⁡θcos⁡λ\cos\theta\cos\lambda).

With θ=30∘\theta=30^\circ, μ=0.5⇒λ=tan⁡−10.5≈26.57∘\mu=0.5\Rightarrow \lambda=\tan^{-1}0.5\approx 26.57^\circ. θ−λ≈3.43∘\theta-\lambda \approx 3.43^\circ. Fmin⁡,hold≈1⋅10⋅tan⁡3.43∘≈0.6F_{\min,\text{hold}} \approx 1\cdot 10\cdot \tan 3.43^\circ \approx 0.6 N.

For pushing up (verge of moving up), friction acts down:

Fmin⁡,up=mgtan⁡(θ+λ)=10tan⁡56.57∘≈15.1F_{\min,\text{up}} = mg\tan(\theta+\lambda) = 10\tan 56.57^\circ \approx 15.1 N.

Example 3.A2 (Wedge problem). A block of mass mm rests on a smooth wedge of mass MM, angle θ\theta. The wedge is free to move on a smooth floor. Find acceleration of the wedge.

Take ground frame. Let wedge accelerate with AA (to the left, say). Block has acceleration a⃗b\vec a_b. Constraint: the block remains on the wedge surface — its acceleration relative to the wedge is along the incline.

Let AA = wedge acceleration (to the right positive), arela_{rel} = block's acceleration along incline (downhill positive in wedge frame).

In wedge frame (non-inertial): forces on block — gravity mgmg down, normal NN perpendicular to incline, pseudo-force −mA-mA (to the left). Resolve perp. to incline:

N=mgcos⁡θ−mAsin⁡θN = mg\cos\theta - mA\sin\theta (if AA is to the right, pseudo on block is to the left, component into incline is −mAsin⁡θ-mA\sin\theta... be careful with signs).

Actually easier: in ground frame, write FBDs. Block: gravity −mgȷ^-mg\hat\jmath, normal NN at angle θ\theta from vertical → components −Nsin⁡θı^-N\sin\theta\hat\imath (toward wedge, i.e. to the left if wedge is to the right of block? Set the wedge's incline rising to the right, block slides down-left. Let's place the wedge with its right-angle at the right; the incline rises from bottom-right to top-left. Then block on the incline slides down-right. Normal points up and to the right at angle θ\theta from vertical. Components: Nx=Nsin⁡θN_x = N\sin\theta, Ny=Ncos⁡θN_y = N\cos\theta.

Wedge has gravity MgMg, normal from floor N′N', reaction from block −N-N (down-left): horizontal component −Nsin⁡θ-N\sin\theta on wedge (to the left).

Equation of motion of wedge: −Nsin⁡θ=MA⇒A=−Nsin⁡θ/M-N\sin\theta = M A\Rightarrow A = -N\sin\theta/M. (Wedge accelerates left.)

Block: Nsin⁡θ=mabxN\sin\theta = m a_{bx} and Ncos⁡θ−mg=mabyN\cos\theta - mg = m a_{by}.

Constraint (block stays on incline, which moves left with AA): (abx−A)/aby=cot⁡θ(a_{bx} - A)/a_{by} = \cot\theta... no, the slope of incline in wedge frame is tan⁡θ\tan\theta downhill to the right. So (aby)/(abx−A)=−tan⁡θ(a_{by})/(a_{bx} - A) = -\tan\theta (block goes right and down relative to wedge).

Solving (skipping algebra):

A=−mgsin⁡θcos⁡θM+msin⁡2θ(wedge accelerates opposite to block’s horizontal motion).A = \frac{-m g\sin\theta\cos\theta}{M + m\sin^2\theta}\quad\text{(wedge accelerates opposite to block's horizontal motion)}.

Magnitude: ∣A∣=mgsin⁡θcos⁡θM+msin⁡2θ\vert A\vert = \dfrac{m g\sin\theta\cos\theta}{M+m\sin^2\theta}.

Block's horizontal acceleration:

abx=Mgsin⁡θcos⁡θM+msin⁡2θ,aby=−(M+m)gsin⁡2θM+msin⁡2θ.a_{bx} = \frac{Mg\sin\theta\cos\theta}{M+m\sin^2\theta},\quad a_{by}=-\frac{(M+m)g\sin^2\theta}{M+m\sin^2\theta}.

(Standard JEE Advanced result.)


Topic 4: Friction

Sub-topic A: Static vs kinetic

  • Static friction fs≤μsNf_s\le \mu_s N acts to prevent relative motion. It self-adjusts up to the maximum μsN\mu_s N.
  • Kinetic friction fk=μkNf_k = \mu_k N acts when there is relative sliding, opposite to relative velocity.
  • Generally μk<μs\mu_k < \mu_s.

Sub-topic B: Angle of friction & angle of repose

Angle of friction λ\lambda: tan⁡λ=μs\tan\lambda = \mu_s. The resultant of NN and the maximum static friction makes angle λ\lambda with NN.

Angle of repose θr\theta_r: the maximum incline angle at which a block stays at rest under its own weight. tan⁡θr=μs\tan\theta_r = \mu_s. So θr=λ\theta_r = \lambda.

Sub-topic C: Rolling friction

When a wheel rolls, the contact is not slipping but the wheel deforms slightly, producing a small friction fr≪fkf_r\ll f_k. Often ignored at JEE level except in conceptual questions.

Sub-topic D: Two-block friction problem

Block AA (mass m1m_1) on top of block BB (mass m2m_2) on smooth floor. μ\mu between AA and BB. Force FF applied to BB (horizontal). Find max FF for which they move together.

If they move together with acceleration aa, a=F/(m1+m2)a=F/(m_1+m_2). The only horizontal force on AA is friction from BB: f=m1a≤μm1g⇒a≤μg⇒F≤μg(m1+m2)f = m_1 a\le \mu m_1 g\Rightarrow a\le \mu g\Rightarrow F\le \mu g(m_1+m_2).

If FF is applied to AA instead, similar analysis: friction on BB from AA provides BB's acceleration. They move together if F/(m1+m2)≤μgF/(m_1+m_2)\le \mu g requires F≤μg(m1+m2)⋅(m2/m1)F\le \mu g(m_1+m_2) \cdot(m_2/m_1)... reconsider: for AA pulled with FF, sliding starts when friction between A,BA,B equals μm1g\mu m_1 g. Friction on BB = μm1g\mu m_1 g at most, so aB,max⁡=μm1g/m2a_{B,\max} = \mu m_1 g/m_2. For together, aA=F/(m1+m2)...actuallyfortogether(samea_A = F/(m_1+m_2)... actually for together (same a),), F - \mu m_1 g = m_1 a,, \mu m_1 g = m_2 a.Eliminate. Eliminate a:from2nd,: from 2nd, a = \mu m_1 g/m_2.Then. Then F = m_1\cdot\mu m_1 g/m_2 + \mu m_1 g = \mu m_1 g(m_1+m_2)/m_2$.

So max-without-slip F=μm1g(m1+m2)/m2F = \mu m_1 g(m_1+m_2)/m_2.

Worked Examples (JEE Main level)

Example 4.1. A 1010 kg block on a horizontal surface, μs=0.4\mu_s = 0.4. Min horizontal force to move?

Fmin⁡=μsmg=0.4⋅10⋅10=40F_{\min} = \mu_s mg = 0.4\cdot10\cdot10 = 40 N.

Example 4.2. A block on a 45∘45^\circ incline just slides (μs\mu_s unknown). Find μs\mu_s.

θr=45∘⇒μs=tan⁡45∘=1\theta_r=45^\circ\Rightarrow \mu_s=\tan45^\circ=1.

Example 4.3. A 22 kg block on horizontal floor, μ=0.3\mu=0.3. A force F=10F=10 N pulls at 30∘30^\circ above horizontal. Friction force and acceleration?

N=mg−Fsin⁡30∘=20−5=15N = mg - F\sin30^\circ = 20 - 5 = 15 N. fmax⁡=0.3⋅15=4.5f_{\max} = 0.3\cdot 15 = 4.5 N. Horizontal applied =Fcos⁡30∘≈8.66= F\cos30^\circ \approx 8.66 N >4.5> 4.5 N, so block slides; f=4.5f = 4.5 N kinetic (assume μk=μs\mu_k=\mu_s). a=(8.66−4.5)/2=2.08a = (8.66-4.5)/2 = 2.08 m/s².

Worked Examples (JEE Advanced level)

Example 4.A1. A 55 kg block on a horizontal floor (μ=0.25\mu = 0.25) is pulled by a string at angle θ\theta with horizontal. Find θ\theta for which the required force is minimum, and the value.

F=μmg/(cos⁡θ+μsin⁡θ)F = \mu mg/(\cos\theta + \mu\sin\theta). Minimum when tan⁡θ=μ=0.25⇒θ=tan⁡−1(0.25)≈14∘\tan\theta = \mu = 0.25\Rightarrow \theta = \tan^{-1}(0.25)\approx 14^\circ. Fmin⁡=μmg/1+μ2=0.25⋅50/1.0625≈12.12F_{\min} = \mu mg/\sqrt{1+\mu^2} = 0.25\cdot 50/\sqrt{1.0625}\approx 12.12 N.

Example 4.A2. A book is pressed against a vertical wall with horizontal force FF. The wall–book coefficient is μs\mu_s. Find min FF so the book doesn't slide.

Vertical equilibrium: fs=mgf_s = mg. Also fs≤μsNf_s\le \mu_s N and N=FN = F. So F≥mg/μsF\ge mg/\mu_s.


Topic 5: Pseudo Forces

Sub-topic A: In a linearly accelerating frame

If the frame accelerates with a⃗0\vec a_0 (w.r.t. ground), in this frame Newton's law becomes

F⃗real+F⃗pseudo=ma⃗′,F⃗pseudo=−ma⃗0.\vec F_{\text{real}} + \vec F_{\text{pseudo}} = m\vec a',\quad \vec F_{\text{pseudo}} = -m\vec a_0.

Common applications: man in elevator, block on accelerating wedge, train carriage.

Sub-topic B: Elevator problems

A person of mass mm in elevator accelerating up with aa:

  • Apparent weight (normal from floor) N=m(g+a)N = m(g+a).
  • If accelerating down with aa: N=m(g−a)N = m(g-a).
  • Free-fall (a=ga=g): weightless.

Sub-topic C: Rotating frame — hint

In a frame rotating with angular velocity ω⃗\vec\omega, there are two pseudo-forces:

  • Centrifugal: −mω⃗×(ω⃗×r⃗)=mω2r r^-m\vec\omega\times(\vec\omega\times\vec r) = m\omega^2 r\,\hat r (outward, radial).
  • Coriolis: −2mω⃗×v⃗′-2m\vec\omega\times\vec v' (depends on velocity in the rotating frame).

JEE Advanced occasionally tests centrifugal force conceptually; Coriolis is mostly Olympiad-level.

Worked Examples (JEE Main level)

Example 5.1. A man stands on a balance in a lift. The reading is 720720 N when the lift accelerates up at 22 m/s². His mass?

720=m(10+2)⇒m=60720 = m(10+2)\Rightarrow m = 60 kg.

Example 5.2. A pendulum hangs in a car accelerating at aa horizontally. Find the angle of inclination.

tan⁡θ=a/g\tan\theta = a/g.

Worked Examples (JEE Advanced level)

Example 5.A1. A block of mass mm rests on a smooth wedge of angle θ\theta. What horizontal acceleration aa of the wedge (toward the incline base) will keep the block stationary on the wedge?

In wedge frame, pseudo −ma-ma horizontal. Block in equilibrium under gravity, normal, and pseudo. Along the incline: −mgsin⁡θ+macos⁡θ=0⇒a=gtan⁡θ-mg\sin\theta + ma\cos\theta = 0\Rightarrow a = g\tan\theta.

Example 5.A2. A bead is at the bottom of a smooth hemispherical bowl of radius RR rotating about its vertical axis with angular speed ω\omega. Find the height hh at which the bead settles.

In rotating frame, centrifugal force mω2rm\omega^2 r outward (r = horizontal distance from axis). For equilibrium on bowl: tangent to bowl makes angle θ\theta with horizontal where tan⁡θ=mω2r/(mg)\tan\theta = m\omega^2 r/(mg). At polar angle ϕ\phi from bottom, r=Rsin⁡ϕr=R\sin\phi, and the tangent angle equals ϕ\phi (geometry of sphere). So tan⁡ϕ=ω2Rsin⁡ϕ/g⇒cos⁡ϕ=g/(ω2R)\tan\phi = \omega^2 R\sin\phi/g\Rightarrow \cos\phi = g/(\omega^2 R). Height above the bottom: h=R(1−cos⁡ϕ)=R−g/ω2h = R(1-\cos\phi) = R - g/\omega^2. Valid when ω2R≥g\omega^2 R\ge g.


Topic 6: Spring & Impulsive Tension Problems

Sub-topic A: Spring forces

Spring force on mass attached at one end: F=−k(extension or compression)F = -k(\text{extension or compression}). A spring with natural length ℓ0\ell_0 stretched to ℓ\ell has force k(ℓ−ℓ0)k(\ell-\ell_0) on each end, directed along the spring.

Sub-topic B: Impulsive (sudden) tension

When a string is suddenly jerked (e.g. tightens from slack), tension can be impulsive (infinite force in zero time, finite impulse). Use impulse-momentum: J=T ΔtJ = T\,\Delta t remains finite. Common in problems where one mass falls and yanks another via a string.

Sub-topic C: When a string breaks

Just after a string in a system breaks, the system's accelerations change discontinuously, but velocities are continuous. To find accelerations just after, write the new FBD with T=0T=0 on the broken side.

When a spring is cut (instead of string), the spring force vanishes immediately too, but if the spring was previously stretched, the mass connected on the other side keeps the same instantaneous force until the spring relaxes — actually since spring forces depend on length, if you cut a spring, force on both attached objects becomes zero instantly. (Trap: in a problem with mass connected to ceiling by a spring and a string from above, when the string is cut, the spring still pulls — different from cutting the spring.)

Worked Examples (JEE Main level)

Example 6.1. A mass mm hangs in equilibrium from a spring of constant kk. Find extension.

kx=mg⇒x=mg/kkx = mg\Rightarrow x = mg/k.

Example 6.2. Two blocks m1,m2m_1, m_2 on a smooth table connected by a spring. FF applied to m2m_2. In steady state (when both have same acceleration), find spring force.

a=F/(m1+m2)a = F/(m_1+m_2). Spring force on m1m_1: Fs=m1a=m1F/(m1+m2)F_s = m_1 a = m_1 F/(m_1+m_2).

Worked Examples (JEE Advanced level)

Example 6.A1. A block of mass mm hangs at rest from a spring (constant kk). A second mass mm is suddenly attached to the first. Describe the subsequent motion.

Before: spring extension x0=mg/kx_0 = mg/k. After attaching, equilibrium extension would be 2mg/k2mg/k. The combined mass starts at x0x_0 with zero velocity; it executes SHM about the new equilibrium with amplitude ∣x0−2mg/k∣=mg/k\vert x_0 - 2mg/k\vert = mg/k. Period T=2π2m/kT = 2\pi\sqrt{2m/k}.

Example 6.A2. Two equal masses are connected by a string over a smooth pulley. One mass also has a spring (constant kk) attached below it. Initially, the spring is unstretched and the system is held. Find acceleration of the masses just after release and the maximum extension.

Just after release: spring force zero, system behaves like normal Atwood with equal masses ⇒a=0\Rightarrow a = 0. Hmm — actually need details. If the spring is attached only to the lower mass (anchored to floor?), spring exerts no force initially, system has zero net force. So the masses sit still.

(This problem is under-specified; in JEE Advanced it would have additional geometry. The lesson: read the problem carefully for spring connections.)


Problem-Solving Heuristics

  1. Draw clear FBDs: one per body. Label every force with its source.
  2. Pick a single, sensible coordinate system for each body — usually aligned with the surface it lies on.
  3. Constraint equations are essential for connected bodies — never assume two bodies have the same acceleration unless rigidly connected.
  4. Use the ground frame by default; switch to a non-inertial frame only when it makes the problem (e.g. accelerating wedge) easier — and remember to add pseudo-forces.
  5. For friction: first check if the body is moving (kinetic) or on the verge (static at max). Don't blindly apply μN\mu N as the actual friction — that's only the maximum.
  6. For incline + friction problems, the angle of friction λ\lambda makes formulas elegant: Fmin⁡,up=mgsin⁡(θ+λ)F_{\min,\text{up}}=mg\sin(\theta+\lambda).
  7. Impulse simplifies sudden-force problems: ∫F dt=Δp\int F\,dt = \Delta p.
  8. Just after release / just after a string is cut: velocity is continuous; acceleration usually jumps. Spring force is continuous (depends on length); tension is not (depends on whether string is taut).
  9. Pulleys with mass require torque equation; in JEE Main/Adv unless told otherwise, assume massless.

Common Traps & Mistakes

  • Assuming friction is always at μN\mu N: only true when on the verge or sliding.
  • Forgetting that normal force changes when an external force has a vertical component (e.g. pulling at angle reduces NN — and hence friction).
  • Pseudo-force direction: it's −ma⃗0-m\vec a_0, opposite to the frame's acceleration.
  • In a pulley problem with the pulley accelerating, a1+a2=2apa_1 + a_2 = 2 a_p (signs!), not a1=a2a_1 = a_2.
  • For two-block stacked problems: when force is applied to top vs bottom, the max no-slip force differs.
  • Sudden cutting of string vs spring: string force vanishes instantly; spring force is continuous in time (since length is continuous).
  • Angle of friction λ\lambda vs angle of repose θr\theta_r: numerically equal for the same μs\mu_s, but conceptually different — λ\lambda is about the contact, θr\theta_r is the maximum tilt before sliding.
  • Confusing action-reaction with two forces on the same body. Newton's third law involves two different bodies.
  • In Atwood, the tension is NOT (m1+m2)g/2(m_1+m_2)g/2 — that's only when the system is massless/static. Use both FBDs.

Quick Revision Card

  • F⃗=ma⃗\vec F = m\vec a; constraints relate accelerations.
  • Atwood (m1>m2m_1>m_2): a=(m1−m2)g/(m1+m2)a = (m_1-m_2)g/(m_1+m_2), T=2m1m2g/(m1+m2)T = 2m_1m_2 g/(m_1+m_2).
  • Smooth incline: a=gsin⁡θa = g\sin\theta, N=mgcos⁡θN = mg\cos\theta.
  • Rough incline (sliding down): a=g(sin⁡θ−μcos⁡θ)a = g(\sin\theta - \mu\cos\theta).
  • Min force to push up incline: Fmin⁡=mgsin⁡(θ+λ)F_{\min} = mg\sin(\theta+\lambda) at angle λ\lambda above incline.
  • Angle of repose: θr=tan⁡−1μs\theta_r = \tan^{-1}\mu_s.
  • Pseudo force: −ma⃗0-m\vec a_0 in a frame accelerating with a⃗0\vec a_0.
  • Wedge-block: Awedge=−mgsin⁡θcos⁡θ/(M+msin⁡2θ)A_{\text{wedge}} = -m g\sin\theta\cos\theta/(M+m\sin^2\theta).
  • Pulley accelerating up with apa_p: effective geff=g+apg_{eff} = g+a_p.

Formula Sheet

ConceptFormula
Newton's 2nd lawF⃗=dp⃗/dt=ma⃗\vec F = d\vec p/dt = m\vec a
ImpulseJ⃗=∫F⃗ dt=Δp⃗\vec J = \int\vec F\,dt = \Delta\vec p
Atwood accelerationa=(m1−m2)g/(m1+m2)a = (m_1-m_2)g/(m_1+m_2)
Atwood tensionT=2m1m2g/(m1+m2)T = 2m_1m_2 g/(m_1+m_2)
Modified Atwood (mass on table)a=m2g/(m1+m2)a = m_2 g/(m_1+m_2), T=m1m2g/(m1+m2)T = m_1m_2 g/(m_1+m_2)
Smooth inclinea=gsin⁡θa = g\sin\theta, N=mgcos⁡θN = mg\cos\theta
Rough incline sliding downa=g(sin⁡θ−μcos⁡θ)a = g(\sin\theta - \mu\cos\theta)
Angle of friction / reposeλ=tan⁡−1μs=θr\lambda = \tan^{-1}\mu_s = \theta_r
Min push up inclineFmin⁡=mgsin⁡(θ+λ)F_{\min} = mg\sin(\theta+\lambda)
Min pull down (hold)Fmin⁡,hold=mgtan⁡(θ−λ)F_{\min,\text{hold}} = mg\tan(\theta-\lambda)
Two-block max no-slip forceF≤μg(m1+m2)F\le \mu g(m_1+m_2) (force on bottom block)
Apparent weight in elevatorN=m(g±a)N = m(g\pm a)
Wedge (block on smooth wedge, ground smooth)A=−mgsin⁡θcos⁡θ/(M+msin⁡2θ)A = -mg\sin\theta\cos\theta/(M+m\sin^2\theta)
Pseudo force−ma⃗0-m\vec a_0
Pulley constrainta1+a2=2apa_1 + a_2 = 2 a_p
Hooke's lawF=−kxF=-kx
Pendulum in horizontal accelerationtan⁡θ=a/g\tan\theta = a/g

Sub-topics

6 pages

Test Your Knowledge

Quick MCQ check on this topic

Start Quiz →

AI Summary

Summarize this page in your favorite LLM