← 2021 Paper 1

UPSC 2021 Maths Optional Paper 1 Q6a — Step-by-Step Solution

20 marks · Section B

Common catenary · Dynamics & Statics · asked 4× in 13 yrs · Read the full method →

Question

A heavy string of non-uniform density hangs from two points. T1,T2,T3T_1,T_2,T_3 are tensions at intermediate points A,B,CA,B,C where inclinations to the horizontal are in AP with common difference β\beta. Weights of parts AB,BCAB,BC are ω1,ω2\omega_1,\omega_2. Prove: (i) Harmonic mean of T1,T2,T3=3T21+2cosβT_1,T_2,T_3=\dfrac{3T_2}{1+2\cos\beta}. (ii) T1/T3=ω1/ω2T_1/T_3=\omega_1/\omega_2.

Technique

Horizontal tension is constant on any catenary; T=T0secψT=T_0\sec\psi. Vertical tension change = weight of segment.

Solution

Setup. At any point on a catenary (uniform or not), the horizontal component of tension is constant (T0T_0, the tension at the lowest point). The tension at a point making angle ψ\psi with horizontal: Tcosψ=T0T\cos\psi=T_0, so T=T0secψT=T_0\sec\psi.

Let ψ1,ψ2,ψ3\psi_1,\psi_2,\psi_3 be the inclinations at A,B,CA,B,C. Given: AP with common difference β\beta, so ψ1=ψ2β\psi_1=\psi_2-\beta, ψ3=ψ2+β\psi_3=\psi_2+\beta.

Step 1 — Express tensions via T0T_0

T1=T0secψ1=T0sec(ψ2β)T_1=T_0\sec\psi_1=T_0\sec(\psi_2-\beta). T2=T0secψ2T_2=T_0\sec\psi_2. T3=T0sec(ψ2+β)T_3=T_0\sec(\psi_2+\beta).

Step 2 — Harmonic mean

HM(T1,T2,T3)=31/T1+1/T2+1/T3=3cosψ1/T0+cosψ2/T0+cosψ3/T0=3T0cosψ1+cosψ2+cosψ3\text{HM}(T_1,T_2,T_3)=\dfrac{3}{1/T_1+1/T_2+1/T_3}=\dfrac{3}{\cos\psi_1/T_0+\cos\psi_2/T_0+\cos\psi_3/T_0}=\dfrac{3T_0}{\cos\psi_1+\cos\psi_2+\cos\psi_3}.

cosψ1+cosψ3=cos(ψ2β)+cos(ψ2+β)=2cosψ2cosβ\cos\psi_1+\cos\psi_3=\cos(\psi_2-\beta)+\cos(\psi_2+\beta)=2\cos\psi_2\cos\beta.

So cosψ1+cosψ2+cosψ3=2cosψ2cosβ+cosψ2=cosψ2(1+2cosβ)\cos\psi_1+\cos\psi_2+\cos\psi_3=2\cos\psi_2\cos\beta+\cos\psi_2=\cos\psi_2(1+2\cos\beta).

HM=3T0cosψ2(1+2cosβ)=3T0secψ21+2cosβ=3T21+2cosβ\text{HM}=\dfrac{3T_0}{\cos\psi_2(1+2\cos\beta)}=\dfrac{3T_0\sec\psi_2}{1+2\cos\beta}=\dfrac{3T_2}{1+2\cos\beta} ✓.

Step 3 — Ratio T1/T3T_1/T_3 in terms of weights

For a catenary segment, the vertical component of tension changes by the weight of the segment.

At AA (angle ψ1\psi_1): vertical tension T1sinψ1=T0tanψ1T_1\sin\psi_1=T_0\tan\psi_1. At BB (angle ψ2\psi_2): T2sinψ2=T0tanψ2T_2\sin\psi_2=T_0\tan\psi_2.

Weight of segment ABAB: ω1\omega_1. Vertical equilibrium gives the change in vertical tension equals the weight: T0(tanψ2tanψ1)=ω1T_0(\tan\psi_2-\tan\psi_1)=\omega_1.

Similarly T0(tanψ3tanψ2)=ω2T_0(\tan\psi_3-\tan\psi_2)=\omega_2.

So ω1/ω2=(tanψ2tanψ1)/(tanψ3tanψ2)\omega_1/\omega_2=(\tan\psi_2-\tan\psi_1)/(\tan\psi_3-\tan\psi_2).

Step 4 — Compute tanψ2tanψ1\tan\psi_2-\tan\psi_1 and tanψ3tanψ2\tan\psi_3-\tan\psi_2

tanψ2tanψ1=tanψ2tan(ψ2β)=sinψ2cos(ψ2β)cosψ2sin(ψ2β)cosψ2cos(ψ2β)=sinβcosψ2cos(ψ2β)\tan\psi_2-\tan\psi_1=\tan\psi_2-\tan(\psi_2-\beta)=\dfrac{\sin\psi_2\cos(\psi_2-\beta)-\cos\psi_2\sin(\psi_2-\beta)}{\cos\psi_2\cos(\psi_2-\beta)}=\dfrac{\sin\beta}{\cos\psi_2\cos(\psi_2-\beta)}.

Similarly tanψ3tanψ2=sinβcosψ2cosψ3=sinβcosψ2cos(ψ2+β)\tan\psi_3-\tan\psi_2=\dfrac{\sin\beta}{\cos\psi_2\cos\psi_3}=\dfrac{\sin\beta}{\cos\psi_2\cos(\psi_2+\beta)}.

Ratio: ω1ω2=sinβ/[cosψ2cos(ψ2β)]sinβ/[cosψ2cos(ψ2+β)]=cos(ψ2+β)cos(ψ2β)=cosψ3cosψ1=T0/T3T0/T1=T1T3\dfrac{\omega_1}{\omega_2}=\dfrac{\sin\beta/[\cos\psi_2\cos(\psi_2-\beta)]}{\sin\beta/[\cos\psi_2\cos(\psi_2+\beta)]}=\dfrac{\cos(\psi_2+\beta)}{\cos(\psi_2-\beta)}=\dfrac{\cos\psi_3}{\cos\psi_1}=\dfrac{T_0/T_3}{T_0/T_1}=\dfrac{T_1}{T_3} ✓.

Answer

  (i) HM=3T21+2cosβ;  (ii) T1T3=ω1ω2.  \boxed{\;\text{(i) }HM=\dfrac{3T_2}{1+2\cos\beta};\;\text{(ii) }\dfrac{T_1}{T_3}=\dfrac{\omega_1}{\omega_2}.\;}
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