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VICMath MethodsSyllabus dot point

How are the first and second derivatives used to find tangent lines, classify stationary points and sketch curves?

Equations of tangents and normals to graphs of functions, stationary points and points of inflection, use of the first and second derivatives to classify stationary points, and curve sketching

A focused answer to the VCE Math Methods Unit 3 key-knowledge point on applications of differentiation. Equations of tangents and normals, stationary points classified by the first and second derivative tests, points of inflection, and curve sketching.

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What this dot point is asking

VCAA wants you to use the first and second derivatives to extract information from a function. Specifically: find the equation of a tangent or normal line at a given point, locate stationary points by solving fβ€²(x)=0f'(x) = 0, classify them as local maximum, minimum or stationary point of inflection, locate points of inflection (concavity changes), and combine these with intercepts and end behaviour to sketch the curve.

Tangents and normals

Tangent line

At the point (a,f(a))(a, f(a)) on y=f(x)y = f(x), the tangent line has slope fβ€²(a)f'(a) and passes through (a,f(a))(a, f(a)). In point-slope form:

yβˆ’f(a)=fβ€²(a)(xβˆ’a)y - f(a) = f'(a) (x - a)

Normal line

The normal is perpendicular to the tangent at the same point, so its slope is βˆ’1fβ€²(a)-\frac{1}{f'(a)} (provided fβ€²(a)β‰ 0f'(a) \neq 0):

yβˆ’f(a)=βˆ’1fβ€²(a)(xβˆ’a)y - f(a) = -\frac{1}{f'(a)} (x - a)

If fβ€²(a)=0f'(a) = 0, the tangent is horizontal and the normal is vertical, with equation x=ax = a.

Standard pattern

Three steps every time.

  1. Compute f(a)f(a) to get the y-coordinate of the point.
  2. Compute fβ€²(a)f'(a) to get the tangent slope.
  3. Substitute into the point-slope form. For the normal, use the negative reciprocal slope.

Stationary points

A stationary point is where the tangent line is horizontal: fβ€²(x)=0f'(x) = 0.

To find them, solve fβ€²(x)=0f'(x) = 0. To classify each one, apply one of two tests.

First derivative test

Check the sign of fβ€²(x)f'(x) just before and just after the stationary point.

  • Sign change positive to negative: local maximum.
  • Sign change negative to positive: local minimum.
  • No sign change: stationary point of inflection (the function has a flat spot but does not turn).

Second derivative test

Evaluate fβ€²β€²(x)f''(x) at the stationary point.

  • IMATH_17 : local maximum (curve is concave down).
  • IMATH_18 : local minimum (curve is concave up).
  • IMATH_19 : test is inconclusive; fall back on the first derivative test.

The second derivative test is usually faster on Paper 1 if fβ€²β€²f'' is easy to compute.

Points of inflection

A point of inflection is where the concavity of the curve changes: fβ€²β€²f'' changes sign. To find candidates, solve fβ€²β€²(x)=0f''(x) = 0. Then check that fβ€²β€²f'' actually changes sign either side (not all roots of fβ€²β€²f'' are inflection points; e.g. f(x)=x4f(x) = x^4 has fβ€²β€²(0)=0f''(0) = 0 but no inflection at x=0x = 0).

If the inflection point is also a stationary point (so fβ€²(a)=0f'(a) = 0 and fβ€²β€²f'' changes sign at aa), it is called a stationary point of inflection.

Curve sketching

To sketch y=f(x)y = f(x) in full, identify and mark:

  1. Domain. Where ff is defined.
  2. x-intercepts. Solve f(x)=0f(x) = 0.
  3. y-intercept. Compute f(0)f(0).
  4. Stationary points. Solve fβ€²(x)=0f'(x) = 0 and classify.
  5. Points of inflection. Where fβ€²β€²f'' changes sign.
  6. Asymptotes. Vertical (where ff is undefined), horizontal (limit as xβ†’Β±βˆžx \to \pm \infty).
  7. End behaviour. Direction as xβ†’Β±βˆžx \to \pm \infty.

A typical Paper 1 sketch question asks for axis intercepts, stationary points and end behaviour. Section B of Paper 2 may also ask for asymptotes or inflection points.

Worked example

Sketch f(x)=x3βˆ’6x2+9xf(x) = x^3 - 6 x^2 + 9 x on R\mathbb{R}.

Intercepts. y-intercept: f(0)=0f(0) = 0. x-intercepts: factor x3βˆ’6x2+9x=x(x2βˆ’6x+9)=x(xβˆ’3)2x^3 - 6 x^2 + 9 x = x(x^2 - 6 x + 9) = x(x - 3)^2. Zeros at x=0x = 0 (single root) and x=3x = 3 (double root).

Stationary points. fβ€²(x)=3x2βˆ’12x+9=3(x2βˆ’4x+3)=3(xβˆ’1)(xβˆ’3)f'(x) = 3 x^2 - 12 x + 9 = 3(x^2 - 4 x + 3) = 3 (x - 1)(x - 3). Stationary at x=1x = 1 and x=3x = 3.

fβ€²β€²(x)=6xβˆ’12f''(x) = 6 x - 12. At x=1x = 1: fβ€²β€²(1)=βˆ’6<0f''(1) = -6 < 0, local max. f(1)=1βˆ’6+9=4f(1) = 1 - 6 + 9 = 4. Point: (1,4)(1, 4).

At x=3x = 3: fβ€²β€²(3)=6>0f''(3) = 6 > 0, local min. f(3)=27βˆ’54+27=0f(3) = 27 - 54 + 27 = 0. Point: (3,0)(3, 0) (matches the double root touching the x-axis).

Point of inflection. fβ€²β€²(x)=0f''(x) = 0 at x=2x = 2. f(2)=8βˆ’24+18=2f(2) = 8 - 24 + 18 = 2. Inflection at (2,2)(2, 2).

End behaviour. Cubic with positive leading coefficient: fβ†’βˆ’βˆžf \to -\infty as xβ†’βˆ’βˆžx \to -\infty, fβ†’+∞f \to +\infty as xβ†’+∞x \to +\infty.

The sketch rises from bottom left, crosses at (0,0)(0, 0), peaks at (1,4)(1, 4), passes through inflection (2,2)(2, 2), touches the x-axis at (3,0)(3, 0), then rises to the top right.

Common Paper 1 traps

Forgetting to classify stationary points. Setting fβ€²(x)=0f'(x) = 0 only finds candidates. You must justify whether each is a maximum, minimum or stationary point of inflection.

Assuming fβ€²β€²(x)=0f''(x) = 0 guarantees an inflection. Concavity must actually change. For f(x)=x4f(x) = x^4, fβ€²β€²(0)=0f''(0) = 0 but no inflection there.

Wrong slope for the normal. The normal slope is βˆ’1fβ€²(a)-\frac{1}{f'(a)}, not βˆ’fβ€²(a)-f'(a) or 1fβ€²(a)\frac{1}{f'(a)}.

Mixing up the y-coordinate. When writing the equation yβˆ’f(a)=fβ€²(a)(xβˆ’a)y - f(a) = f'(a)(x - a), f(a)f(a) is the y-coordinate at the point, not the slope.

Missing repeated roots when sketching. A double root means the curve touches the x-axis without crossing. Drawing it as a crossing loses a mark.

In one sentence

The first derivative fβ€²f' gives the slope of the tangent and locates stationary points where fβ€²=0f' = 0, the second derivative fβ€²β€²f'' classifies those stationary points (negative for max, positive for min) and locates points of inflection where the concavity changes, and these together with intercepts and end behaviour give the standard Paper 1 curve sketch.

Past exam questions, worked

Real questions from past VCAA papers on this dot point, with our answer explainer.

2023 VCAA Paper 14 marksFind the equations of the tangent and the normal to the curve $y = x^2 - 3x$ at the point where $x = 2$.
Show worked answer β†’

Find the point: y(2)=4βˆ’6=βˆ’2y(2) = 4 - 6 = -2. Point of tangency: (2,βˆ’2)(2, -2).

Find the slope: dydx=2xβˆ’3\frac{dy}{dx} = 2x - 3. At x=2x = 2, the slope is 2(2)βˆ’3=12(2) - 3 = 1.

Equation of tangent (point-slope form): yβˆ’(βˆ’2)=1(xβˆ’2)y - (-2) = 1 (x - 2), so y=xβˆ’4y = x - 4.

Slope of normal: perpendicular to the tangent, so slope =βˆ’11=βˆ’1= -\frac{1}{1} = -1.

Equation of normal: yβˆ’(βˆ’2)=βˆ’1(xβˆ’2)y - (-2) = -1 (x - 2), so y=βˆ’xy = -x.

Markers reward correct point, correct tangent slope, point-slope substitution, and the perpendicular-slope rule for the normal.

2024 VCAA Paper 14 marksFind and classify the stationary points of $f(x) = x^3 - 3x^2 - 9x + 5$.
Show worked answer β†’

Differentiate: fβ€²(x)=3x2βˆ’6xβˆ’9=3(x2βˆ’2xβˆ’3)=3(xβˆ’3)(x+1)f'(x) = 3x^2 - 6x - 9 = 3(x^2 - 2x - 3) = 3(x - 3)(x + 1).

Solve fβ€²(x)=0f'(x) = 0: x=3x = 3 or x=βˆ’1x = -1.

Second derivative: fβ€²β€²(x)=6xβˆ’6f''(x) = 6x - 6.

At x=3x = 3: fβ€²β€²(3)=18βˆ’6=12>0f''(3) = 18 - 6 = 12 > 0, so local minimum. f(3)=27βˆ’27βˆ’27+5=βˆ’22f(3) = 27 - 27 - 27 + 5 = -22. Point: (3,βˆ’22)(3, -22).

At x=βˆ’1x = -1: fβ€²β€²(βˆ’1)=βˆ’6βˆ’6=βˆ’12<0f''(-1) = -6 - 6 = -12 < 0, so local maximum. f(βˆ’1)=βˆ’1βˆ’3+9+5=10f(-1) = -1 - 3 + 9 + 5 = 10. Point: (βˆ’1,10)(-1, 10).

Markers reward correct fβ€²f', both stationary x-values, the second-derivative classification, and the y-coordinates.

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