Mathematics 2022 Paper I 50 marks Solve

Paper I — Q8

(a) (i) Find the general and singular solutions of the differential equation : (x² - a²)p² - 2xyp + y² + a² = 0, where p = dy/dx…

(a)
(i)

Find the general and singular solutions of the differential equation : (x² - a²)p² - 2xyp + y² + a² = 0, where p = dy/dx. Also give the geometric relation between the general and singular solutions. 10 marks

(ii)

Solve the following differential equation : (3x + 2)²(d^2y)/(dx²) + 5(3x + 2)dy/dx - 3y = x² + x + 1 10

(b)

A chain of n equal uniform rods is smoothly jointed together and suspended from its one end A₁. A horizontal force P⃗ is applied to the other end Aₙ₊₁ of the chain. Find the inclinations of the rods to the downward vertical line in the equilibrium configuration. 15 marks

(c)

Using Gauss' divergence theorem, evaluate ∬limits_S F⃗.n⃗ dS, where F⃗ = xî - yĵ + (z²-1)k̂ and S is the cylinder formed by the surfaces z = 0, z = 1, x² + y² = 4. 15 marks

हिंदी में प्रश्न पढ़ें
(a)
(i)

अवकल समीकरण : (x² - a²)p² - 2xyp + y² + a² = 0, जहाँ p = dy/dx, के व्यापक व विचित्र हलों को ज्ञात कीजिए । व्यापक व विचित्र हलों के बीच ज्यामितीय संबंध को भी दीजिए । 10

(ii)

निम्नलिखित अवकल समीकरण को हल कीजिए : (3x + 2)²(d^2y)/(dx²) + 5(3x + 2)dy/dx - 3y = x² + x + 1 10

(b)

n बराबर एकसमान छड़ों की एक श्रृंखला एक-दूसरे के साथ चिकने रूप से जुड़ी हुई है तथा इसके एक सिरे A₁ से लटकी हुई है । एक क्षैतिज बल P⃗ श्रृंखला के दूसरे सिरे Aₙ₊₁ पर लगाया गया है । साम्य विन्यास में अधोमुखी उद्वाधर रेखा से छड़ों के झुकाव ज्ञात कीजिए । 15

(c)

गॉस के अपसरण प्रमेय का उपयोग करके ∬limits_S F⃗.n⃗ dS का मान निकालिए, जहाँ F⃗ = xî - yĵ + (z²-1)k̂ तथा S, पृष्ठों z = 0, z = 1, x² + y² = 4 द्वारा बना हुआ बेलन है । 15

Q8 of the 2022 UPSC Mains Mathematics Paper I, as printed
The question as printed in the 2022 Mathematics paper

Model answer

Written by UPSC Answer Check against this question's marking rubric, to the expected length. UPSC does not publish answers for Mains — this is one way to score well, not an official key.

(a)(i) Write p = dy/dx. The equation is

(x² − a²)p² − 2xy p + y² + a² = 0.

Completing a square gives

(xp − y)² = a²(p² − 1),

so y = xp ± a√(p² − 1).

This is a Clairaut-type equation. Taking p = c constant gives the general solution

y = cx ± a√(c² − 1),

or equivalently

(y − cx)² = a²(c² − 1).

This is the family of straight lines. For real solutions, |c| ≥ 1.

For the singular solution, use the envelope condition. Let

F(x,y,c) = (y − cx)² − a²(c² − 1) = 0.

Then

∂F/∂c = −2x(y − cx) − 2a²c = 0,

so

c(x² − a²) = xy.

Eliminating c from this equation and F = 0 gives

y² = x² − a².

Hence the singular solution is

y² = x² − a², with |x| ≥ |a| for real curves.

Geometrically, the singular curve y² = x² − a² is the envelope of the family of straight lines (y − cx)² = a²(c² − 1); every line of the general solution is tangent to this hyperbola.

(a)(ii) Put t = 3x + 2. Then

d/dx = 3 d/dt, d²/dx² = 9 d²/dt²,

and x = (t − 2)/3. The equation becomes

9t² d²y/dt² + 15t dy/dt − 3y = x² + x + 1.

Now

x² + x + 1 = ((t − 2)/3)² + (t − 2)/3 + 1 = (t² − t + 7)/9.

Thus

9t²y″ + 15t y′ − 3y = (t² − t + 7)/9.

This is a Cauchy–Euler equation. For the homogeneous part, put y = tᵐ. Then

9m(m − 1) + 15m − 3 = 0

⇒ 3m² + 2m − 1 = 0

⇒ m = 1/3, −1.

Hence

y_h = C₁t^(1/3) + C₂t⁻¹.

For a particular integral, try

y_p = At² + Bt + C.

Then

y_p′ = 2At + B, y_p″ = 2A.

Substitution gives

9t²(2A) + 15t(2At + B) − 3(At² + Bt + C) = 45A t² + 12B t − 3C.

Comparing with (t² − t + 7)/9,

45A = 1/9 ⇒ A = 1/405,

12B = −1/9 ⇒ B = −1/108,

−3C = 7/9 ⇒ C = −7/27.

Therefore

y_p = t²/405 − t/108 − 7/27.

Putting t = 3x + 2, the general solution is

y = C₁(3x + 2)^(1/3) + C₂/(3x + 2) + (3x + 2)²/405 − (3x + 2)/108 − 7/27.

The solution is valid on intervals not containing x = −2/3.

(b) Let each rod have length l and weight W. Number the rods from the top as i = 1, 2, …, n. Let θᵢ be the inclination of the i-th rod to the downward vertical, positive in the direction of the horizontal force P at the lower end Aₙ₊₁.

Use the principle of virtual work. If x is the horizontal displacement of the lower end and y_mid is the vertical downward displacement of the midpoint of a rod, then for equilibrium

P δx + W Σ δy_mid = 0.

For the i-th rod,

∂x/∂θᵢ = l cos θᵢ.

Also, the rods below the i-th rod contribute their weights through the joint, and the midpoint of the i-th rod contributes half its weight. Hence

∂(Σ y_mid)/∂θᵢ = −l(n − i + 1/2) sin θᵢ.

Thus the equilibrium condition is

P l cos θᵢ − W l(n − i + 1/2) sin θᵢ = 0.

Therefore

tan θᵢ = P/[W(n − i + 1/2)].

Equivalently, if the r-th rod is counted from the bottom, r = 1, 2, …, n, then

tan θᵣ = P/[W(r − 1/2)] = 2P/[(2r − 1)W].

So the inclinations are

θᵢ = arctan[2P/((2(n − i + 1) − 1)W)], i = 1, 2, …, n,

where θᵢ is measured from the downward vertical toward the direction of P. The bottom rod is most inclined and the top rod least inclined.

(c) By Gauss’ divergence theorem,

∬_S F·n dS = ∭_V (∇·F) dV,

where V is the solid cylinder x² + y² ≤ 4, 0 ≤ z ≤ 1, and n is the outward normal to the closed surface S.

Now

F = x i − y j + (z² − 1) k.

Hence

∇·F = ∂x/∂x + ∂(−y)/∂y + ∂(z² − 1)/∂z = 1 − 1 + 2z = 2z.

Therefore

∬_S F·n dS = ∭_V 2z dV.

Using cylindrical coordinates,

∭_V 2z dV = 2 ∫₀¹ z dz ∬_x²+y²≤4 dxdy.

The area of the disk x² + y² ≤ 4 is π(2²) = 4π, and

∫₀¹ z dz = 1/2.

Thus

∬_S F·n dS = 2 · (1/2) · 4π = 4π.

Final answer: 4π.

What "Solve" is asking you to do

Choose the method, then carry it through to a final answer. Identifying what kind of problem this is and why that method applies is the first thing marked; a correct figure arrived at invisibly earns almost nothing.

Structure that answers it

Given data and what is required → method chosen, with the reason it applies → set-up (equation, circuit, free body, trial balance) → working, step by step → answer with units and any condition of validity

Where marks are lost

Doing the middle steps mentally and writing only the result. In mathematics papers, a further loss comes from giving a decimal where the exact value in surds or fractions was wanted, or from skipping the justification a part explicitly asks for.

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How this answer will be evaluated

Approach

(a(i)) derive: given > assumptions > stepwise derivation > result > check | (a(ii)) derive: given > assumptions > stepwise derivation > result > check | (b) derive: given > assumptions > stepwise derivation > result > check | (c) calculate: given > formula > substitution > result with units > interpretation Full marks: Rigorous derivation with all steps, correct final answers, and clear geometric/physical interpretation.

Key points expected

  • Identify equation as Clairaut's form
  • Derive general solution y = cx + f(c)
  • Derive singular solution via p-discriminant
  • State geometric relation (envelope)
  • Apply substitution t = 3x + 2
  • Solve the resulting constant coefficient ODE
  • Find complementary function
  • Find particular integral

Evaluation rubric

Each sub-part is marked on its own, against the marks and word limit printed on the paper.

  1. (a(i)) General and singular solutions of the differential equation and their geometric relation. 10 marks

    derive— given → assumptions → stepwise derivation → result → check

    Must cover

    • Identify equation as Clairaut's form
    • Derive general solution y = cx + f(c)
    • Derive singular solution via p-discriminant
    • State geometric relation (envelope)

    Loses marks

    • Missing singular solution
    • Incorrect geometric interpretation

    Earns more

    • Correct algebraic manipulation of p
    • Verification of singular solution

    Extra mark

    • Sketch of the envelope
  2. (a(ii)) Solution of the second-order linear differential equation. 10 marks

    derive— given → assumptions → stepwise derivation → result → check

    Must cover

    • Apply substitution t = 3x + 2
    • Solve the resulting constant coefficient ODE
    • Find complementary function
    • Find particular integral

    Loses marks

    • Incorrect substitution
    • Missing particular integral

    Earns more

    • Correct transformation of derivatives
    • Final answer in terms of x

    Extra mark

    • Alternative method noted
  3. (b) Inclinations of the rods to the vertical in equilibrium. 15 marks

    derive— given → assumptions → stepwise derivation → result → check

    Must cover

    • Free body diagram of the chain
    • Equilibrium of forces at each joint
    • Derive expression for tan(theta_i)
    • General formula for the n-th rod

    Loses marks

    • Missing free body diagram
    • Incorrect force balance

    Earns more

    • Clear definition of angles
    • Step-by-step force resolution

    Extra mark

    • Neat diagram of the chain
  4. (c) Evaluation of the surface integral using Gauss' divergence theorem. 15 marks

    calculate— given → formula → substitution → result with units → interpretation

    Must cover

    • State Gauss' divergence theorem
    • Calculate divergence of vector F
    • Set up the triple integral limits
    • Evaluate the integral to get final value

    Loses marks

    • Incorrect divergence calculation
    • Wrong limits of integration

    Earns more

    • Correct identification of volume V
    • Accurate integration steps

    Extra mark

    • Sketch of the cylinder

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