Moment of inertia

At a Glance

Why This Chapter Matters

Moment of inertia appears in 7 of the last 14 years — consistently in the compulsory part (Q5e) or the optional Section B problems — making it one of the most reliable Paper 2 computation atoms. The range is broad: spheres about a diagonal of a square (2013), hemispheres by integration (2015), elliptic laminas via the pedal relation (2017), triangular laminas via area coordinates (2020), the hard cone-about-slant-side via the inertia tensor (2022), an elliptic disc with non-uniform density (2024), and a cylinder optimization (2025). The unifying skill is recognising which tool applies: coordinate integration for volumes with clean boundaries, the parallel-axis theorem for shifted axes, the perpendicular-axis theorem for flat laminas, and the inertia tensor for arbitrary axes through a symmetric body.

Minimum Theory

Definition. The moment of inertia of a body of mass MM about an axis ℓ\ell is I=∫r2 dm,I = \int r^2\,dm, where rr is the perpendicular distance from each mass element dmdm to ℓ\ell.

Standard results (memorise these):

Body (mass MM)AxisII
Solid sphere, radius aaAny diameter25Ma2\tfrac{2}{5}Ma^2
Solid cylinder, radius RR, length LLCylinder axis12MR2\tfrac{1}{2}MR^2
Solid cylinder, radius RR, length LLTransverse axis through centreM12(3R2+L2)\tfrac{M}{12}(3R^2+L^2)
Solid cone, base aa, height hh, apex at originSymmetry axis310Ma2\tfrac{3}{10}Ma^2
Solid cone, base aa, height hh, apex at originTransverse axis through apex3M20(a2+4h2)\tfrac{3M}{20}(a^2+4h^2)
Elliptic lamina, semi-axes a,ba,bMajor axis (through centre)14Mb2\tfrac{1}{4}Mb^2
Elliptic lamina, semi-axes a,ba,bMinor axis (through centre)14Ma2\tfrac{1}{4}Ma^2

Parallel-axis theorem. If IGI_G is the moment of inertia about an axis through the centre of mass GG, then the moment of inertia about any parallel axis at distance dd is

I=IG+Md2.\boxed{I = I_G + Md^2.}

Parallel-axis theorem: two parallel axes, one through the centre of mass G (blue), one at distance d (red).

Perpendicular-axis theorem (laminas only). For a flat lamina in the xyxy-plane: Iz=Ix+Iy,I_z = I_x + I_y, where Ix,IyI_x,I_y are moments about the xx- and yy-axes lying in the lamina’s plane, and IzI_z is the moment about the zz-axis perpendicular to the lamina.

Perpendicular-axis theorem: a flat lamina with in-plane axes x, y and the perpendicular axis z.

Inertia tensor. For a body with a symmetry axis, the inertia tensor at a point on that axis is diagonal. For a cone with apex at the origin and symmetry axis zz: I=(Ix000Ix000Iz).\mathbf{I}=\begin{pmatrix}I_x&0&0\\0&I_x&0\\0&0&I_z\end{pmatrix}. The moment of inertia about an axis with unit direction n^=(n1,n2,n3)\hat n=(n_1,n_2,n_3) through the apex is In^=n^TIn^=n12Ix+n22Ix+n32Iz.I_{\hat n}=\hat n^T\mathbf{I}\hat n=n_1^2 I_x+n_2^2 I_x+n_3^2 I_z.

Setting up the integral. For a uniform body of density ρ\rho:

Question Archetypes

All seven questions share the single archetype moment-of-inertia. The technique varies:

Sub-techniqueWhen to use
Parallel-axis theoremAxis parallel to a known axis, at a known distance
Spherical integrationHemisphere, sphere, or spherical shell
Elliptic lamina (pedal relation)MI about a general diameter or tangent of an ellipse
Area-coordinate integrationTriangular lamina about an arbitrary axis through a vertex
Inertia tensorAxis not aligned with symmetry axis; body at origin
Elliptic-coordinate integrationRegion bounded by an ellipse with non-trivial density
Cylindrical integration + optimisationRight circular cylinder; MI minimisation for fixed mass

moment-of-inertia (7 question(s); 2013, 2015, 2017, 2020, 2022, 2024, 2025)

Recognition Cues

Solution Template

Parallel-axis theorem (2013 type — discrete system):

  1. Identify the axis. Find the perpendicular distance dkd_k from each component’s CM to the axis.
  2. I=∑k(IGk+mkdk2)I=\sum_k(I_{G_k}+m_k d_k^2).

Spherical integration (2015 type):

  1. Write ρ=M/V\rho=M/V. Set up Iz=ρ∭r2sin⁡2ϕ⋅r2sin⁡ϕ dr dϕ dθI_z=\rho\iiint r^2\sin^2\phi\cdot r^2\sin\phi\,dr\,d\phi\,d\theta in spherical coordinates.
  2. Factor: Iz=ρ⋅(2π)⋅(∫0rmax⁡r4 dr)⋅(∫0ϕmax⁡sin⁡3ϕ dϕ)I_z=\rho\cdot(2\pi)\cdot(\int_0^{r_{\max}}r^4\,dr)\cdot(\int_0^{\phi_{\max}}\sin^3\phi\,d\phi).
  3. Evaluate ∫sin⁡3ϕ dϕ\int\sin^3\phi\,d\phi via u=cos⁡ϕu=\cos\phi.

Elliptic lamina — general diameter (2017 type):

  1. Write Iα=sin⁡2α IOy+cos⁡2α IOx=M4(a2sin⁡2α+b2cos⁡2α)I_\alpha=\sin^2\alpha\,I_{Oy}+\cos^2\alpha\,I_{Ox}=\tfrac{M}{4}(a^2\sin^2\alpha+b^2\cos^2\alpha) using the vanishing product of inertia.
  2. Apply the ellipse pedal relation 1/r2=cos⁡2α/a2+sin⁡2α/b21/r^2=\cos^2\alpha/a^2+\sin^2\alpha/b^2 to convert a2sin⁡2α+b2cos⁡2α=a2b2/r2a^2\sin^2\alpha+b^2\cos^2\alpha=a^2b^2/r^2.
  3. For the tangent: use the parallel central diameter (at perpendicular distance pp) plus the parallel-axis theorem.

Area-coordinate integration (2020 type):

  1. Parametrise: AP⃗=uAB⃗+vAC⃗\vec{AP}=u\vec{AB}+v\vec{AC} with u,v≥0u,v\ge0, u+v≤1u+v\le1. Mass element dm=2M du dvdm=2M\,du\,dv.
  2. Perpendicular distance from axis through AA: δ=uβ+vγ\delta=u\beta+v\gamma (linear in u,vu,v).
  3. I=2M∬u+v≤1(uβ+vγ)2 du dvI=2M\iint_{u+v\le1}(u\beta+v\gamma)^2\,du\,dv. Use ∬u2=∬v2=1/12\iint u^2=\iint v^2=1/12 and ∬uv=1/24\iint uv=1/24.

Inertia tensor (2022 type):

  1. Exploit symmetry: inertia tensor at the apex is diagonal with Ix=Iy=Iapex,perpI_x=I_y=I_{\text{apex,perp}}, Iz=IaxisI_z=I_{\text{axis}}.
  2. Slant direction n^=(a,0,h)/a2+h2\hat n=(a,0,h)/\sqrt{a^2+h^2}: apply In^=n12Ix+n32IzI_{\hat n}=n_1^2 I_x+n_3^2 I_z.

Cylindrical integration (2025 type):

  1. Set up Izz=ρ∭s2⋅s ds dϕ dzI_{zz}=\rho\iiint s^2\cdot s\,ds\,d\phi\,dz and Ixx=ρ∭(s2sin⁡2ϕ+z2)⋅s ds dϕ dzI_{xx}=\rho\iiint(s^2\sin^2\phi+z^2)\cdot s\,ds\,d\phi\,dz.
  2. For the optimisation: substitute the volume constraint V=πR2L=constV=\pi R^2 L=\text{const} to eliminate RR; differentiate Ixx(L)I_{xx}(L) and set to zero.

Worked Example(s)

2013 Paper 2, 2013-P2-Q5e (10 marks)

Four solid spheres A,B,C,DA,B,C,D, each of mass mm and radius aa, placed at the corners of a square of side bb. Find the MI about a diagonal.

Place the square with corners A=(b/2,b/2)A=(b/2,b/2), B=(−b/2,b/2)B=(-b/2,b/2), C=(−b/2,−b/2)C=(-b/2,-b/2), D=(b/2,−b/2)D=(b/2,-b/2). Diagonal ACAC lies along y=xy=x.

Perpendicular distance from each corner to y=xy=x:

MI of each solid sphere about any axis through its CM: IG=25ma2I_G=\tfrac{2}{5}ma^2.

By the parallel-axis theorem: I=2⋅25ma2⏟A,C+2⋅(25ma2+m⋅b22)⏟B,D=8ma25+mb2.I=\underbrace{2\cdot\frac{2}{5}ma^2}_{A,C}+\underbrace{2\cdot\left(\frac{2}{5}ma^2+m\cdot\frac{b^2}{2}\right)}_{B,D}=\frac{8ma^2}{5}+mb^2.

  I=m ⁣(8a25+b2).  \boxed{\;I=m\!\left(\frac{8a^2}{5}+b^2\right).\;}

Common Traps


2015 Paper 2, 2015-P2-Q5e (10 marks)

Find the MI of a solid uniform hemisphere x2+y2+z2=a2x^2+y^2+z^2=a^2, z≥0z\ge0, mass mm, about the zz-axis.

Density ρ=m/V=m/(23πa3)=3m/(2πa3)\rho=m/V=m/(\tfrac{2}{3}\pi a^3)=3m/(2\pi a^3).

In spherical coordinates, x2+y2=r2sin⁡2ϕx^2+y^2=r^2\sin^2\phi: Iz=ρ∫02π ⁣dθ∫0π/2 ⁣∫0ar2sin⁡2ϕ⋅r2sin⁡ϕ dr dϕ.I_z=\rho\int_0^{2\pi}\!d\theta\int_0^{\pi/2}\!\int_0^a r^2\sin^2\phi\cdot r^2\sin\phi\,dr\,d\phi.

Factor: Iz=ρ⋅(2π)⋅a55⋅∫0π/2sin⁡3ϕ dϕ.I_z=\rho\cdot(2\pi)\cdot\frac{a^5}{5}\cdot\int_0^{\pi/2}\sin^3\phi\,d\phi.

For the angular integral, substitute u=cos⁡ϕu=\cos\phi: ∫0π/2sin⁡3ϕ dϕ=∫01(1−u2) du=1−13=23.\int_0^{\pi/2}\sin^3\phi\,d\phi=\int_0^1(1-u^2)\,du=1-\tfrac{1}{3}=\tfrac{2}{3}.

Iz=3m2πa3⋅2π⋅a55⋅23=3ma3⋅2a515=2ma25.I_z=\frac{3m}{2\pi a^3}\cdot2\pi\cdot\frac{a^5}{5}\cdot\frac{2}{3}=\frac{3m}{a^3}\cdot\frac{2a^5}{15}=\frac{2ma^2}{5}.

  Iz=25ma2.  \boxed{\;I_z=\frac{2}{5}ma^2.\;}

The result equals the MI of a full sphere of the same mass — expected by zz-symmetry.

Common Traps


2017 Paper 2, 2017-P2-Q5e (10 marks)

Show the MI of an elliptic area, mass MM, semi-axes a,ba,b, about a semi-diameter of length rr is 14Ma2b2r2\tfrac{1}{4}M\tfrac{a^2b^2}{r^2}. Prove the MI about a tangent is 5M4p2\tfrac{5M}{4}p^2, where pp is the distance from the centre to the tangent.

Standard moments. For a uniform elliptic lamina: IOx=Mb24,IOy=Ma24,Ixy=0.I_{Ox}=\frac{Mb^2}{4},\quad I_{Oy}=\frac{Ma^2}{4},\quad I_{xy}=0.

MI about a central diameter. The diameter in direction α\alpha has perpendicular distance ∣xsin⁡α−ycos⁡α∣|x\sin\alpha-y\cos\alpha| from a general point. Since Ixy=0I_{xy}=0: Iα=sin⁡2α⋅IOy+cos⁡2α⋅IOx=M4(a2sin⁡2α+b2cos⁡2α).I_\alpha=\sin^2\alpha\cdot I_{Oy}+\cos^2\alpha\cdot I_{Ox}=\frac{M}{4}(a^2\sin^2\alpha+b^2\cos^2\alpha).

The semi-diameter length rr in direction α\alpha satisfies the ellipse equation: r2cos⁡2α/a2+r2sin⁡2α/b2=1r^2\cos^2\alpha/a^2+r^2\sin^2\alpha/b^2=1, giving 1r2=b2cos⁡2α+a2sin⁡2αa2b2⟹a2sin⁡2α+b2cos⁡2α=a2b2r2.\frac{1}{r^2}=\frac{b^2\cos^2\alpha+a^2\sin^2\alpha}{a^2b^2}\quad\Longrightarrow\quad a^2\sin^2\alpha+b^2\cos^2\alpha=\frac{a^2b^2}{r^2}.

Therefore:   Idiameter=M4⋅a2b2r2.  \boxed{\;I_{\text{diameter}}=\frac{M}{4}\cdot\frac{a^2b^2}{r^2}.\;}

MI about a tangent. Let the tangent be parallel to the central diameter with semi-length r′r', at perpendicular distance pp from the centre. The MI about the parallel central diameter is M4a2b2/r′2=M4p2\tfrac{M}{4}a^2b^2/r'^2=\tfrac{M}{4}p^2 (since r′2=a2b2/p2r'^2=a^2b^2/p^2 by the same pedal relation). By the parallel-axis theorem: Itangent=M4p2+Mp2=5M4p2.I_{\text{tangent}}=\frac{M}{4}p^2+Mp^2=\boxed{\frac{5M}{4}p^2.}

Common Traps


2020 Paper 2, 2020-P2-Q5e (10 marks)

Prove the MI of a triangular lamina ABCABC about any axis through AA in its plane is M6(β2+βγ+γ2)\tfrac{M}{6}(\beta^2+\beta\gamma+\gamma^2), where β,γ\beta,\gamma are the perpendicular distances from B,CB,C to the axis.

Area-coordinate setup. Write AP⃗=uAB⃗+vAC⃗\vec{AP}=u\vec{AB}+v\vec{AC} for a general point PP, with u,v≥0u,v\ge0, u+v≤1u+v\le1. The mass element is dm=2M du dvdm=2M\,du\,dv (since the Jacobian of the map to Cartesian is 2Δ2\Delta, the triangle area, and σ=M/Δ\sigma=M/\Delta, giving dm=σ⋅2Δ du dv=2M du dvdm=\sigma\cdot2\Delta\,du\,dv=2M\,du\,dv; check: ∫01∫01−u2M dv du=M\int_0^1\int_0^{1-u}2M\,dv\,du=M ✓).

Perpendicular distance. The distance from PP to the axis through AA is linear in position and vanishes at AA (where u=v=0u=v=0), equals β\beta at BB (where u=1,v=0u=1,v=0), and equals γ\gamma at CC (where u=0,v=1u=0,v=1): δ(u,v)=uβ+vγ.\delta(u,v)=u\beta+v\gamma.

Integration. Standard moments over the unit simplex {u,v≥0, u+v≤1}\{u,v\ge0,\,u+v\le1\}: ∬u2 du dv=112,∬v2 du dv=112,∬uv du dv=124.\iint u^2\,du\,dv=\frac{1}{12},\quad \iint v^2\,du\,dv=\frac{1}{12},\quad \iint uv\,du\,dv=\frac{1}{24}.

I=2M∬(uβ+vγ)2 du dv=2M ⁣(β2⋅112+2βγ⋅124+γ2⋅112)=M6(β2+βγ+γ2).I=2M\iint(u\beta+v\gamma)^2\,du\,dv=2M\!\left(\beta^2\cdot\frac{1}{12}+2\beta\gamma\cdot\frac{1}{24}+\gamma^2\cdot\frac{1}{12}\right)=\frac{M}{6}(\beta^2+\beta\gamma+\gamma^2).

  I=M6(β2+βγ+γ2).  \boxed{\;I=\frac{M}{6}(\beta^2+\beta\gamma+\gamma^2).\;}

Common Traps


2022 Paper 2, 2022-P2-Q6c (15 marks)

Find the MI of a right circular solid cone (mass MM, height hh, base radius aa) about one of its slant sides.

Place the cone with apex at the origin, axis along zz, base at z=hz=h.

Inertia tensor at the apex. By the cone’s rotational symmetry: I=(Ix000Ix000Iz),Iz=3Ma210,Ix=Iy=3M(a2+4h2)20.\mathbf{I}=\begin{pmatrix}I_x&0&0\\0&I_x&0\\0&0&I_z\end{pmatrix},\quad I_z=\frac{3Ma^2}{10},\quad I_x=I_y=\frac{3M(a^2+4h^2)}{20}.

Slant direction. A slant side runs from the apex (0,0,0)(0,0,0) to the base point (a,0,h)(a,0,h); the unit direction is n^=(a,0,h)/a2+h2\hat n=(a,0,h)/\sqrt{a^2+h^2}.

MI formula. In^=nx2Ix+nz2IzI_{\hat n}=n_x^2 I_x+n_z^2 I_z (since ny=0n_y=0): In^=a2a2+h2⋅3M(a2+4h2)20+h2a2+h2⋅3Ma210.I_{\hat n}=\frac{a^2}{a^2+h^2}\cdot\frac{3M(a^2+4h^2)}{20}+\frac{h^2}{a^2+h^2}\cdot\frac{3Ma^2}{10}.

Combine over the common denominator 20(a2+h2)20(a^2+h^2): In^=3M20(a2+h2) ⁣[a2(a2+4h2)+2a2h2]=3Ma2(a2+6h2)20(a2+h2).I_{\hat n}=\frac{3M}{20(a^2+h^2)}\!\left[a^2(a^2+4h^2)+2a^2h^2\right]=\frac{3Ma^2(a^2+6h^2)}{20(a^2+h^2)}.

  Islant=3Ma2(a2+6h2)20(a2+h2).  \boxed{\;I_{\text{slant}}=\frac{3Ma^2(a^2+6h^2)}{20(a^2+h^2)}.\;}

Common Traps


2024 Paper 2, 2024-P2-Q6c (15 marks)

Find the MI of a quadrant of the elliptic disc x2/a2+y2/b2≤1x^2/a^2+y^2/b^2\le1 (first quadrant, mass MM, density ∝xy\propto xy) about the axis through the centre perpendicular to the plane.

Elliptic-coordinate substitution. Set x=arcos⁡θx=ar\cos\theta, y=brsin⁡θy=br\sin\theta for r∈[0,1]r\in[0,1], θ∈[0,π/2]\theta\in[0,\pi/2]. Jacobian ∣J∣=ab⋅r|J|=ab\cdot r. Density ρ(x,y)=kxy\rho(x,y)=kxy for some constant kk.

Find kk from total mass: M=∫0π/2 ⁣ ⁣∫01k(arcos⁡θ)(brsin⁡θ)⋅ab r dr dθ=ka2b2∫0π/2 ⁣ ⁣sin⁡2θ2 dθ∫01 ⁣r3 dr=ka2b2⋅12⋅14=ka2b28.M=\int_0^{\pi/2}\!\!\int_0^1 k(ar\cos\theta)(br\sin\theta)\cdot ab\,r\,dr\,d\theta=ka^2b^2\int_0^{\pi/2}\!\!\frac{\sin2\theta}{2}\,d\theta\int_0^1\!r^3\,dr=ka^2b^2\cdot\frac{1}{2}\cdot\frac{1}{4}=\frac{ka^2b^2}{8}. Hence k=8M/(a2b2)k=8M/(a^2b^2).

Compute II (r⊥2=x2+y2=r2(a2cos⁡2θ+b2sin⁡2θ)r^2_\perp=x^2+y^2=r^2(a^2\cos^2\theta+b^2\sin^2\theta)): I=k⋅a2b22∫01r5 dr∫0π/2(a2cos⁡2θ+b2sin⁡2θ)sin⁡2θ dθ.I=k\cdot\frac{a^2b^2}{2}\int_0^1 r^5\,dr\int_0^{\pi/2}(a^2\cos^2\theta+b^2\sin^2\theta)\sin2\theta\,d\theta.

For the angular integral, substitute u=sin⁡2θu=\sin^2\theta: ∫0π/2(a2cos⁡2θ+b2sin⁡2θ)sin⁡2θ dθ=∫01(a2(1−u)+b2u) du=a2+b2−a22=a2+b22.\int_0^{\pi/2}(a^2\cos^2\theta+b^2\sin^2\theta)\sin2\theta\,d\theta=\int_0^1(a^2(1-u)+b^2 u)\,du=a^2+\frac{b^2-a^2}{2}=\frac{a^2+b^2}{2}.

I=8Ma2b2⋅a2b22⋅16⋅a2+b22=M(a2+b2)3.I=\frac{8M}{a^2b^2}\cdot\frac{a^2b^2}{2}\cdot\frac{1}{6}\cdot\frac{a^2+b^2}{2}=\frac{M(a^2+b^2)}{3}.

  I=M(a2+b2)3.  \boxed{\;I=\frac{M(a^2+b^2)}{3}.\;}

Common Traps


2025 Paper 2, 2025-P2-Q6c (15 marks)

Find the MI of a uniform solid cylinder (mass MM, radius RR, length LL) about the cylinder axis (zz) and a transverse axis through the centre (xx). Find L/RL/R minimising the transverse MI for given mass.

Cylinder occupies s∈[0,R]s\in[0,R], ϕ∈[0,2π]\phi\in[0,2\pi], z∈[−L/2,L/2]z\in[-L/2,L/2]. Density ρ=M/(πR2L)\rho=M/(\pi R^2 L).

IzzI_{zz}: distance from zz-axis is ss: Izz=ρ⋅2π⋅L⋅R44=πρLR42=12MR2.I_{zz}=\rho\cdot2\pi\cdot L\cdot\frac{R^4}{4}=\frac{\pi\rho LR^4}{2}=\boxed{\frac{1}{2}MR^2.}

IxxI_{xx}: distance from xx-axis is y2+z2=s2sin⁡2ϕ+z2y^2+z^2=s^2\sin^2\phi+z^2. Split: ∫s2sin⁡2ϕ dV=ρ⋅R44⋅π⋅L=πρLR44,∫z2 dV=ρ⋅R22⋅2π⋅L312=πρR2L312.\int s^2\sin^2\phi\,dV=\rho\cdot\frac{R^4}{4}\cdot\pi\cdot L=\frac{\pi\rho LR^4}{4},\quad \int z^2\,dV=\rho\cdot\frac{R^2}{2}\cdot2\pi\cdot\frac{L^3}{12}=\frac{\pi\rho R^2 L^3}{12}. Substituting ρ\rho: Ixx=Iyy=M12(3R2+L2).\boxed{I_{xx}=I_{yy}=\frac{M}{12}(3R^2+L^2).}

Minimisation. “Given mass” with uniform density means given volume V=πR2LV=\pi R^2 L. Write R2=V/(πL)R^2=V/(\pi L): Ixx(L)=M12 ⁣(3VπL+L2).I_{xx}(L)=\frac{M}{12}\!\left(\frac{3V}{\pi L}+L^2\right). Differentiate and set to zero: dIxxdL=M12 ⁣(−3VπL2+2L)=0  ⟹  L3=3V2π=3R2L2.\frac{dI_{xx}}{dL}=\frac{M}{12}\!\left(-\frac{3V}{\pi L^2}+2L\right)=0\;\Longrightarrow\;L^3=\frac{3V}{2\pi}=\frac{3R^2 L}{2}. Hence L2=32R2L^2=\tfrac{3}{2}R^2:   LR=32=62≈1.22.  \boxed{\;\frac{L}{R}=\sqrt{\frac{3}{2}}=\frac{\sqrt6}{2}\approx1.22.\;}

The second derivative is positive, confirming a minimum.

Common Traps


Marks-Aware Writing

10-mark Section B questions (2013, 2015, 2017, 2020): These are compulsory (Q5e) short answers. One clear diagram or coordinate setup, the key formula, and the final boxed answer. For the parallel-axis theorem: table of distances is cleaner than prose. For integrals: display the setup once, factor the integrals, substitute the result.

15-mark Section B questions (2022, 2024, 2025): Structured in two or three parts. For the cone: state the inertia tensor components (with the standard formulas cited), write the slant direction, and compute n^TIn^\hat n^T\mathbf{I}\hat n explicitly. For the cylinder: set up both integrals, then do the optimisation as a separate labelled step — this is a two-part question in disguise.

Practice Set

YearPaper/QMarksSub-techniqueOne-line hint
2022P2-Q6c15Inertia tensorDiagonal tensor at apex; slant n^=(a,0,h)/a2+h2\hat n=(a,0,h)/\sqrt{a^2+h^2}; I=nx2Ix+nz2IzI=n_x^2 I_x+n_z^2 I_z
2024P2-Q6c15Elliptic coordinatesx=arcos⁡θx=ar\cos\theta, y=brsin⁡θy=br\sin\theta, Jacobian abrabr; fix kk from MM then compute II

Ready to drill what you just read?

Daily Practice turns these patterns into one adaptive set a day — practised daily until they're automatic, free for everyone.

See Daily Practice →

This chapter is part of the Maths Coverage Map — 14 years, mapped. Get the take-away PDF free.