← 2026 Paper 1

UPSC 2026 Maths Optional Paper 1 Q7a — Step-by-Step Solution

15 marks · Section B

Simple harmonic motion (free, damped, forced) · Dynamics & Statics · asked 9× in 14 yrs · Read the full method →

Question

A light elastic string of natural length ll has one extremity fixed at a point AA and the other attached to a stone (mass mm) the weight of which in equilibrium would extend the string to a length bb. Show that if the stone be dropped from rest at AA, it will come to instantaneous rest at a depth b2−l2\sqrt{b^2 - l^2} below the equilibrium position and this depth is attained in time

2lg+b−lg{π−cos⁡−1b−lb+l}.\sqrt{\frac{2l}{g}} + \sqrt{\frac{b-l}{g}}\left\{\pi - \cos^{-1}\sqrt{\frac{b-l}{b+l}}\right\}.

Prove also that if the greatest depth below AA be lcot⁡2θ2l\cot^2\dfrac{\theta}{2}, then the modulus of elasticity is 12mgtan⁡2θ\dfrac{1}{2}mg\tan^2\theta.

Technique

Two-phase rectilinear motion: free fall while the string is slack (fall of ll), then SHM about the equilibrium position once the string is taut, with ω2=λ/(ml)=g/(b−l)\omega^2 = \lambda/(ml) = g/(b-l). Get the amplitude from the energy relation v2=ω2(a2−x2)v^2 = \omega^2(a^2 - x^2) at the junction instant, and the phase time by extending the SHM back to its (fictitious) upper extreme.

Solution

Setting up: geometry, Hooke’s law, and the two phases

Take the vertical line through AA, measuring depth downwards from AA.

Modulus from the equilibrium condition. In equilibrium the string has length bb, i.e. extension b−lb - l. Hooke’s law gives the tension T=λ extensionnatural lengthT = \lambda\,\dfrac{\text{extension}}{\text{natural length}}, and TT balances the weight:

mg=λ b−ll⟹λ=mglb−l  (needed at the end).(1)mg = \lambda\,\frac{b-l}{l} \qquad\Longrightarrow\qquad \boxed{\lambda = \frac{mgl}{b-l}}\ \ \text{(needed at the end).}\tag{1}

The equilibrium position EE is therefore at depth bb below AA.

Phase 1 — free fall (string slack). The string is light and elastic: it exerts no force until it is stretched beyond its natural length. So while the stone is between depth 00 and depth ll, the only force is gravity.

Phase 2 — taut string (SHM). Beyond depth ll the string pulls up with tension λ(ext)/l\lambda(\text{ext})/l. Let xx be the displacement of the stone below EE, so depth below AA is b+xb + x and the extension is b+x−lb + x - l. Then

mx¨=mg−λl(b+x−l)=[mg−λl(b−l)]⏟= 0 by (1)−λl x=−λl x.m\ddot{x} = mg - \frac{\lambda}{l}\bigl(b + x - l\bigr) = \underbrace{\left[mg - \frac{\lambda}{l}(b-l)\right]}_{=\,0\ \text{by (1)}} - \frac{\lambda}{l}\,x = -\frac{\lambda}{l}\,x .

Hence

x¨=−ω2x,ω2=λml=(1)gb−l.(2)\ddot{x} = -\omega^2 x,\qquad \omega^2 = \frac{\lambda}{ml} \overset{(1)}{=} \frac{g}{b-l}.\tag{2}

So Phase 2 is simple harmonic about EE with ω=g/(b−l)\omega = \sqrt{g/(b-l)}.

Phase 1: the junction data

Falling freely from rest through a distance ll:

v12=2gl ⇒ v1=2gl,t1=2lg.(3)v_1^2 = 2gl \ \Rightarrow\ v_1 = \sqrt{2gl},\qquad t_1 = \sqrt{\frac{2l}{g}}.\tag{3}

At this instant the stone is at depth ll, i.e. at

x1=l−b=−(b−l)(above E),x˙=v1=2gl>0.x_1 = l - b = -(b-l)\qquad\text{(above $E$)},\qquad \dot{x} = v_1 = \sqrt{2gl} > 0 .

Amplitude of the SHM — the depth of instantaneous rest

For SHM of amplitude aa about EE,   v2=ω2(a2−x2)\;v^2 = \omega^2\left(a^2 - x^2\right). Substituting the junction data (x1,v1)(x_1, v_1) and ω2\omega^2 from (2):

2gl=gb−l(a2−(b−l)2)2gl = \frac{g}{b-l}\Bigl(a^2 - (b-l)^2\Bigr) ⟹a2=2l(b−l)+(b−l)2=(b−l)[2l+(b−l)]=(b−l)(b+l),\Longrightarrow\quad a^2 = 2l(b-l) + (b-l)^2 = (b-l)\bigl[2l + (b-l)\bigr] = (b-l)(b+l), a=b2−l2.\boxed{a = \sqrt{b^2 - l^2}}.

The stone comes to instantaneous rest at the lower extreme of this SHM, i.e. at a depth a=b2−l2a = \sqrt{b^2-l^2} below the equilibrium position, as required.

Consistency: a=(b−l)(b+l)>b−la = \sqrt{(b-l)(b+l)} > b-l since b+l>b−lb+l > b-l, so the lower extreme lies genuinely below EE and the string stays taut (indeed stretches further) throughout Phase 2 — the SHM law (2) is valid over the whole of Phase 2. At that lowest point the restoring force −λa/l≠0-\lambda a/l \ne 0, so the rest is instantaneous, not an equilibrium.

Time to reach that depth

Write the Phase-2 SHM as

x=−acos⁡ωτ,x = -a\cos\omega\tau,

where τ\tau is measured from the (fictitious) instant at which the stone would have been at the upper extreme x=−ax = -a. This is legitimate: any SHM about EE with amplitude aa has this form for a suitable time origin, and we only use it on the interval actually traversed. With this choice xx increases (stone descends) for 0<ωτ<π0 < \omega\tau < \pi, and the lower extreme x=+ax = +a is reached at ωτ=π\omega\tau = \pi.

Let τ1\tau_1 be the value of τ\tau at the junction, where x=−(b−l)x = -(b-l):

−acos⁡ωτ1=−(b−l) ⟹ cos⁡ωτ1=b−la=b−l(b−l)(b+l)=b−lb+l,-a\cos\omega\tau_1 = -(b-l)\ \Longrightarrow\ \cos\omega\tau_1 = \frac{b-l}{a} = \frac{b-l}{\sqrt{(b-l)(b+l)}} = \sqrt{\frac{b-l}{b+l}}, ωτ1=cos⁡−1b−lb+l(0<ωτ1<π2, so the stone is descending ✓).\omega\tau_1 = \cos^{-1}\sqrt{\frac{b-l}{b+l}}\qquad\left(0 < \omega\tau_1 < \tfrac{\pi}{2},\ \text{so the stone is descending}\ \checkmark\right).

Hence the time spent in Phase 2 is

t2=π−ωτ1ω=1ω{π−cos⁡−1b−lb+l}=b−lg{π−cos⁡−1b−lb+l},t_2 = \frac{\pi - \omega\tau_1}{\omega} = \frac{1}{\omega}\left\{\pi - \cos^{-1}\sqrt{\frac{b-l}{b+l}}\right\} = \sqrt{\frac{b-l}{g}}\left\{\pi - \cos^{-1}\sqrt{\frac{b-l}{b+l}}\right\},

using 1/ω=(b−l)/g1/\omega = \sqrt{(b-l)/g} from (2). Adding (3):

 t=t1+t2=2lg+b−lg{π−cos⁡−1b−lb+l}.\boxed{\,t = t_1 + t_2 = \sqrt{\frac{2l}{g}} + \sqrt{\frac{b-l}{g}}\left\{\pi - \cos^{-1}\sqrt{\frac{b-l}{b+l}}\right\}.}

The modulus in terms of θ\theta

The greatest depth below AA is (depth of EE) ++ (amplitude):

D=b+a=b+b2−l2.(4)D = b + a = b + \sqrt{b^2 - l^2}.\tag{4}

Invert (4) for bb. From b2−l2=D−b\sqrt{b^2-l^2} = D - b (note D>bD > b), squaring:

b2−l2=D2−2Db+b2 ⟹ 2Db=D2+l2 ⟹ b=D2+l22D,b^2 - l^2 = D^2 - 2Db + b^2 \ \Longrightarrow\ 2Db = D^2 + l^2 \ \Longrightarrow\ b = \frac{D^2 + l^2}{2D},

and therefore the extension in equilibrium is

b−l=D2+l2−2Dl2D=(D−l)22D.b - l = \frac{D^2 + l^2 - 2Dl}{2D} = \frac{(D-l)^2}{2D}.

Substituting into (1):

λ=mglb−l=2mglD(D−l)2.(5)\lambda = \frac{mgl}{b-l} = \frac{2mglD}{(D-l)^2}.\tag{5}

Put D=lcot⁡2θ2D = l\cot^2\dfrac{\theta}{2}. Write k=cot⁡2θ2k = \cot^2\dfrac{\theta}{2}, so D=lkD = lk and D−l=l(k−1)D - l = l(k-1). Then (5) becomes

λ=2mgl⋅lkl2(k−1)2=2mg k(k−1)2.\lambda = \frac{2mgl\cdot lk}{l^2(k-1)^2} = \frac{2mg\,k}{(k-1)^2}.

Now use the double-angle identity cot⁡θ=cot⁡2θ2−12cot⁡θ2\cot\theta = \dfrac{\cot^2\frac{\theta}{2} - 1}{2\cot\frac{\theta}{2}}, i.e.

k−1=cot⁡2θ2−1=2cot⁡θ2cot⁡θ⟹(k−1)2=4cot⁡2θ2cot⁡2θ=4kcot⁡2θ.k - 1 = \cot^2\tfrac{\theta}{2} - 1 = 2\cot\tfrac{\theta}{2}\cot\theta \quad\Longrightarrow\quad (k-1)^2 = 4\cot^2\tfrac{\theta}{2}\cot^2\theta = 4k\cot^2\theta .

Hence

λ=2mg k4kcot⁡2θ=mg2cot⁡2θ=12mgtan⁡2θ.\lambda = \frac{2mg\,k}{4k\cot^2\theta} = \frac{mg}{2\cot^2\theta} = \frac{1}{2}mg\tan^2\theta .

(Since D=b+b2−l2>lD = b + \sqrt{b^2-l^2} > l we have k>1k > 1, i.e. cot⁡θ2>1\cot\frac{\theta}{2} > 1, i.e. 0<θ<π20 < \theta < \frac{\pi}{2} — θ\theta is acute, so cot⁡θ>0\cot\theta > 0 and the square root taken above has the right sign.)

Answer

  a=b2−l2,t=2lg+b−lg{π−cos⁡−1b−lb+l},λ=12mgtan⁡2θ.  \boxed{\;a = \sqrt{b^2-l^2},\qquad t = \sqrt{\frac{2l}{g}} + \sqrt{\frac{b-l}{g}}\left\{\pi - \cos^{-1}\sqrt{\frac{b-l}{b+l}}\right\},\qquad \lambda = \tfrac{1}{2}mg\tan^{2}\theta.\;}
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