Trigonometry Topic Test

Measurement · MST-12-S2-04

Maths Standard Year 12 · All 5 lessons · MC checkpoint plus separate short-answer practice

L1, Introduction to Trigonometry L2, Finding Unknown Sides L3, Finding Unknown Angles L4, Elevation & Depression L5, Bearings & Navigation
25 MC 8 SA ~55 min
0/25
MC Checkpoint
Answer questions to see your score.
Recommended next step after MC checkpoint

Complete the 25 multiple choice questions to unlock a sharper next move. The short-answer section below is separate practice.

Why this won

Part A, Multiple Choice (1 mark each, 25 marks total)
1 In a right-angled triangle, which ratio defines the sine of an angle $\theta$? L1
A $\dfrac{\text{adjacent}}{\text{hypotenuse}}$
B $\dfrac{\text{opposite}}{\text{adjacent}}$
C $\dfrac{\text{opposite}}{\text{hypotenuse}}$
D $\dfrac{\text{hypotenuse}}{\text{opposite}}$
C, $\dfrac{\text{opposite}}{\text{hypotenuse}}$. SOH-CAH-TOA: S in = O pposite / H ypotenuse.
2 In a right-angled triangle the reference angle is $32°$, the hypotenuse is $15\text{ cm}$, and $x$ is the side opposite the angle. Which equation correctly sets up the problem? L1
A $\sin 32° = \dfrac{x}{15}$
B $\cos 32° = \dfrac{x}{15}$
C $\tan 32° = \dfrac{x}{15}$
D $\sin 32° = \dfrac{15}{x}$
A, $\sin 32° = \dfrac{x}{15}$. The opposite ($x$) and hypotenuse ($15$) are involved, so use $\sin\theta = O/H$. Here $O = x$ and $H = 15$.
3 The angle $34.7°$ is written in degrees and minutes. What is it, to the nearest minute? L1
A $34°7'$
B $35°42'$
C $34°70'$
D $34°42'$
D, $34°42'$. The whole part is $34°$. Multiply the decimal part by 60: $0.7 \times 60 = 42$ minutes. So $34.7° = 34°42'$.
4 A right-angled triangle has reference angle $32°$, hypotenuse $15\text{ cm}$, and unknown opposite side $x$. Find $x$, correct to 2 decimal places. (Use $\sin 32° \approx 0.52992$.) L1
A $7.95\text{ cm}$
B $12.72\text{ cm}$
C $9.37\text{ cm}$
D $28.31\text{ cm}$
A, $7.95\text{ cm}$. $\sin 32° = \dfrac{x}{15} \Rightarrow x = 15 \times \sin 32° \approx 15 \times 0.52992 \approx 7.95\text{ cm}$.
5 To find an unknown angle when two sides are known, which calculator functions are required? L1
A $\sin^{-1}$, $\cos^{-1}$, $\tan^{-1}$ (inverse trig)
B $\sin$, $\cos$, $\tan$ (direct trig)
C square root
D logarithm
A, inverse trig functions. When you know a ratio and want the angle, apply the inverse: if $\sin\theta = 0.6$ then $\theta = \sin^{-1}(0.6)$. Press SHIFT (or 2ND) then the trig key.
6 In a right-angled triangle the reference angle is $48°$, the adjacent side is $9\text{ m}$, and the hypotenuse $H$ is unknown. Which equation correctly finds $H$? L2
A $H = 9 \times \cos 48°$
B $H = 9 \times \sin 48°$
C $H = \dfrac{9}{\cos 48°}$
D $H = \dfrac{9}{\tan 48°}$
C, $H = \dfrac{9}{\cos 48°}$. Adjacent and hypotenuse give $\cos 48° = \dfrac{9}{H}$. The unknown $H$ is in the denominator, so $H = \dfrac{9}{\cos 48°}$. The hypotenuse must be longer than $9\text{ m}$.
7 A right-angled triangle has reference angle $48°$ and adjacent side $9\text{ m}$. Find the hypotenuse, correct to 2 decimal places. (Use $\cos 48° \approx 0.66913$.) L2
A $6.02\text{ m}$
B $13.45\text{ m}$
C $9.98\text{ m}$
D $8.10\text{ m}$
B, $13.45\text{ m}$. $\cos 48° = \dfrac{9}{H} \Rightarrow H = \dfrac{9}{\cos 48°} \approx \dfrac{9}{0.66913} \approx 13.45\text{ m}$. Option A wrongly multiplies and gives a hypotenuse shorter than the adjacent side.
8 In a right-angled triangle the reference angle is $40°$ and the hypotenuse is $20\text{ cm}$. Find the side opposite the angle, correct to 2 decimal places. (Use $\sin 40° \approx 0.64279$.) L2
A $23.84\text{ cm}$
B $12.86\text{ cm}$
C $31.11\text{ cm}$
D $16.78\text{ cm}$
B, $12.86\text{ cm}$. $\sin 40° = \dfrac{O}{20} \Rightarrow O = 20 \times \sin 40° \approx 20 \times 0.64279 \approx 12.86\text{ cm}$.
9 A right-angled triangle has reference angle $25°$ and adjacent side $18\text{ cm}$. Find the hypotenuse, correct to 2 decimal places. (Use $\cos 25° \approx 0.90631$.) L2
A $19.86\text{ cm}$
B $16.31\text{ cm}$
C $8.39\text{ cm}$
D $42.60\text{ cm}$
A, $19.86\text{ cm}$. $\cos 25° = \dfrac{18}{H} \Rightarrow H = \dfrac{18}{\cos 25°} \approx \dfrac{18}{0.90631} \approx 19.86\text{ cm}$.
10 In a right-angled triangle the side opposite $\theta$ is $9\text{ cm}$ and the adjacent side is $4\text{ cm}$. Find $\theta$ to the nearest minute. L3
A $23°58'$
B $26°34'$
C $66°2'$
D $63°26'$
C, $66°2'$. $\tan\theta = \dfrac{9}{4} = 2.25 \Rightarrow \theta = \tan^{-1}(2.25) \approx 66.0375°$. Then $0.0375 \times 60 \approx 2$ minutes, so $\theta \approx 66°2'$.
11 In a right-angled triangle the side opposite $\theta$ is $11\text{ cm}$ and the hypotenuse is $14\text{ cm}$. Find $\theta$ to the nearest minute. L3
A $38°13'$
B $38°47'$
C $52°13'$
D $51°47'$
D, $51°47'$. $\sin\theta = \dfrac{11}{14} \Rightarrow \theta = \sin^{-1}(0.78571) \approx 51.7868°$. Then $0.7868 \times 60 \approx 47$ minutes, so $\theta \approx 51°47'$.
12 In a right-angled triangle the adjacent side is $8\text{ cm}$ and the hypotenuse is $13\text{ cm}$. Find $\theta$ to the nearest minute. L3
A $37°59'$
B $52°1'$
C $58°23'$
D $31°37'$
B, $52°1'$. $\cos\theta = \dfrac{8}{13} \Rightarrow \theta = \cos^{-1}(0.61538) \approx 52.0201°$. Then $0.0201 \times 60 \approx 1$ minute, so $\theta \approx 52°1'$.
13 The angle of elevation from point A up to point B is $27°$. What is the angle of depression from B down to A? L4
A $63°$
B $153°$
C $27°$
D $54°$
C, $27°$. The angle of elevation from A to B equals the angle of depression from B to A. They are alternate interior angles between the two parallel horizontal lines, so both equal $27°$.
14 A ramp is inclined at $15°$ to the horizontal and has a horizontal run of $12\text{ m}$. How high does the ramp rise, to 2 decimal places? (Use $\tan 15° \approx 0.26795$.) L4
A $3.22\text{ m}$
B $11.59\text{ m}$
C $44.78\text{ m}$
D $12.42\text{ m}$
A, $3.22\text{ m}$. Height $= d \cdot \tan\theta = 12 \times \tan 15° \approx 12 \times 0.26795 \approx 3.22\text{ m}$.
15 An observer $80\text{ m}$ from the base of a cliff looks up at an angle of elevation of $32°$. How high is the cliff, to 2 decimal places? (Use $\tan 32° \approx 0.62487$.) L4
A $67.82\text{ m}$
B $128.03\text{ m}$
C $42.39\text{ m}$
D $49.99\text{ m}$
D, $49.99\text{ m}$. $\tan 32° = \dfrac{h}{80} \Rightarrow h = 80 \times \tan 32° \approx 80 \times 0.62487 \approx 49.99\text{ m}$.
16 From the top of a $45\text{ m}$ lighthouse, the angle of depression to a boat is $18°$. How far is the boat from the base of the lighthouse, to 1 decimal place? (Use $\tan 18° \approx 0.32492$.) L4
A $14.6\text{ m}$
B $138.5\text{ m}$
C $42.8\text{ m}$
D $47.3\text{ m}$
B, $138.5\text{ m}$. The depression from the top equals the elevation from the boat (alternate angles). $\tan 18° = \dfrac{45}{d} \Rightarrow d = \dfrac{45}{\tan 18°} \approx \dfrac{45}{0.32492} \approx 138.5\text{ m}$.
17 A tree is $25\text{ m}$ from an observer, whose angle of elevation to the top of the tree is $52°$. Find the height of the tree, to 2 decimal places. (Use $\tan 52° \approx 1.27994$.) L4
A $31.99\text{ m}$
B $19.53\text{ m}$
C $15.39\text{ m}$
D $40.64\text{ m}$
A, $31.99\text{ m}$. $\tan 52° = \dfrac{h}{25} \Rightarrow h = 25 \times \tan 52° \approx 25 \times 1.27994 \approx 31.99\text{ m}$.
18 A ship sails on a true bearing of $070°$. What is the back bearing (the bearing back to the starting point)? L5
A $070°$
B $110°$
C $250°$
D $290°$
C, $250°$. Since the bearing is less than $180°$, add $180°$: back bearing $= 070° + 180° = 250°$.
19 A bushwalker travels N$35°$E for $8\text{ km}$. How far north of her starting point is she, to 2 decimal places? (Use $\cos 35° \approx 0.81915$.) L5
A $4.59\text{ km}$
B $6.55\text{ km}$
C $9.76\text{ km}$
D $13.95\text{ km}$
B, $6.55\text{ km}$. The angle from the North line is $35°$. The North component $= d\cos\alpha = 8\cos 35° \approx 8 \times 0.81915 \approx 6.55\text{ km}$ north.
20 Which true bearing is equivalent to the compass bearing S$70°$W? L5
A $070°$
B $110°$
C $200°$
D $250°$
D, $250°$. S$70°$W is in the SW quadrant. Measuring clockwise from North: $180° + 70° = 250°$T.
21 A yacht sails $50\text{ km}$ on a true bearing of $200°$. How far west of its starting point is it, to 2 decimal places? (Use $\sin 20° \approx 0.34202$.) L5
A $32.14\text{ km}$
B $46.98\text{ km}$
C $17.10\text{ km}$
D $25.00\text{ km}$
C, $17.10\text{ km}$. $200°$T is in the SW quadrant. The angle from the South line is $200° - 180° = 20°$. The West (East-West) component $= d\sin\alpha = 50\sin 20° \approx 50 \times 0.34202 \approx 17.10\text{ km}$ west.
22 Point C is on a true bearing of $210°$ from point A. What is the bearing from C back to A? L5
A $030°$
B $210°$
C $150°$
D $390°$
A, $030°$. Since $210° \geq 180°$, subtract $180°$: back bearing $= 210° - 180° = 030°$. The result must stay within $000°$ to $360°$.
23 A ship leaves port and sails $20\text{ km}$ on bearing $040°$T to buoy B, then $15\text{ km}$ on bearing $130°$T to point C. Since the two bearings differ by $90°$, the legs are perpendicular. Find the straight-line distance PC. L5
A $35\text{ km}$
B $25\text{ km}$
C $5\text{ km}$
D $625\text{ km}$
B, $25\text{ km}$. The legs form a right angle, so by Pythagoras $PC = \sqrt{20^2 + 15^2} = \sqrt{400 + 225} = \sqrt{625} = 25\text{ km}$.
24 Which true bearing is equivalent to the compass bearing N$25°$W? L5
A $025°$
B $205°$
C $155°$
D $335°$
D, $335°$. N$25°$W is in the NW quadrant. Measuring clockwise from North: $360° - 25° = 335°$T.
25 A ship sails $85\text{ km}$ on a true bearing of $130°$. How far south of its starting point is it, to 2 decimal places? (Use $\cos 50° \approx 0.64279$.) L5
A $65.11\text{ km}$
B $54.64\text{ km}$
C $71.31\text{ km}$
D $42.50\text{ km}$
B, $54.64\text{ km}$. $130°$T is in the SE quadrant. The angle from the South line is $180° - 130° = 50°$. The South (North-South) component $= d\cos\alpha = 85\cos 50° \approx 85 \times 0.64279 \approx 54.64\text{ km}$ south.
Part B, Short Answer (show all working)
1 L1
A right-angled triangle has a reference angle $\theta$, with the side opposite $\theta$ equal to $7\text{ cm}$ and the hypotenuse equal to $12\text{ cm}$.
(a) Write the trig equation that relates $\theta$ to these two sides.
(b) Find $\theta$ correct to 2 decimal places.
(c) Express $\theta$ in degrees and minutes, to the nearest minute.
(a) Opposite and hypotenuse are involved, so use sine: $\sin\theta = \dfrac{7}{12}$.
(b) $\theta = \sin^{-1}\!\left(\dfrac{7}{12}\right) = \sin^{-1}(0.58333) \approx 35.69°$ (2 d.p.).
(c) Whole degrees $= 35°$. Decimal part $0.69° \times 60 = 41.4 \approx 41$ minutes. So $\theta \approx 35°41'$.
2 L1 & L2
A right-angled triangle has a reference angle of $38°$. The side adjacent to this angle is $10\text{ cm}$.
(a) Find the side opposite the angle, correct to 2 decimal places. (Use $\tan 38° \approx 0.78129$.)
(b) Find the hypotenuse, correct to 2 decimal places. (Use $\cos 38° \approx 0.78801$.)
(a) Opposite and adjacent, use tangent: $\tan 38° = \dfrac{O}{10} \Rightarrow O = 10 \times \tan 38° \approx 10 \times 0.78129 \approx 7.81\text{ cm}$.
(b) Adjacent and hypotenuse, use cosine: $\cos 38° = \dfrac{10}{H} \Rightarrow H = \dfrac{10}{\cos 38°} \approx \dfrac{10}{0.78801} \approx 12.69\text{ cm}$.
3 L3
A right-angled triangle has legs of $3\text{ cm}$ (opposite $\theta$) and $4\text{ cm}$ (adjacent $\theta$), with a hypotenuse of $5\text{ cm}$.
(a) Find $\theta$ using the tangent ratio, to the nearest minute.
(b) Confirm $\theta$ using the sine ratio (opposite and hypotenuse).
(c) Find the third angle of the triangle (excluding the right angle).
(a) $\tan\theta = \dfrac{3}{4} = 0.75 \Rightarrow \theta = \tan^{-1}(0.75) \approx 36.8699°$. Then $0.8699 \times 60 \approx 52$ minutes, so $\theta \approx 36°52'$.
(b) $\sin\theta = \dfrac{3}{5} = 0.6 \Rightarrow \theta = \sin^{-1}(0.6) \approx 36.8699° \approx 36°52'$. This confirms part (a).
(c) Angles in a triangle sum to $180°$. Third angle $= 180° - 90° - 36°52' = 53°8'$.
4 L4
From a point on level ground $60\text{ m}$ from the base of a vertical tower, the angle of elevation to the top of the tower is $40°$.
(a) Draw a labelled diagram and state which trig ratio you will use.
(b) Find the height of the tower, to 2 decimal places. (Use $\tan 40° \approx 0.83910$.)
(c) State the angle of depression from the top of the tower down to the observer, and justify it.
(a) The horizontal distance ($60\text{ m}$) is the adjacent side and the height is the opposite side, so use tangent: $\tan\theta = \dfrac{O}{A}$.
(b) $h = d \cdot \tan\theta = 60 \times \tan 40° \approx 60 \times 0.83910 \approx 50.35\text{ m}$.
(c) The angle of depression is $40°$. It equals the angle of elevation because the two horizontal lines are parallel and the line of sight is a transversal, making them alternate interior angles.
5 L4
From point A on level ground, the angle of elevation to the top T of a building is $42°$. From point B, which is $20\text{ m}$ closer to the building than A, the angle of elevation to T is $58°$.
(a) Let $d$ = horizontal distance from B to the building. Write two equations for $h$ (the height) in terms of $d$.
(b) Solve for $d$, then find $h$, correct to 1 decimal place. (Use $\tan 42° \approx 0.90040$, $\tan 58° \approx 1.60033$.)
(a) From A (distance $d + 20$ from building): $h = (d+20)\tan 42°$.
From B (distance $d$ from building): $h = d\tan 58°$.
(b) Set equal: $(d+20)\tan 42° = d\tan 58°$.
$0.90040\,d + 20 \times 0.90040 = 1.60033\,d$
$18.008 = d(1.60033 - 0.90040) = 0.69993\,d \Rightarrow d \approx 25.73\text{ m}$.
$h = 25.73 \times \tan 58° \approx 25.73 \times 1.60033 \approx 41.2\text{ m}$.
6 L5
Answer the following bearing questions.
(a) Convert the compass bearing S$40°$E to a true (three-figure) bearing.
(b) A plane flies from town P to town Q on a true bearing of $115°$. Find the bearing from Q back to P (the back bearing).
(c) Convert the true bearing $115°$ to a compass bearing.
(a) S$40°$E is in the SE quadrant. Measuring clockwise from North: $180° - 40° = 140°$T.
(b) $115° < 180°$, so add $180°$: back bearing $= 115° + 180° = 295°$T.
(c) $115°$ is in the SE quadrant ($090°$ to $180°$): compass bearing $= $ S$(180° - 115°)$E $= $ S$65°$E.
7 L5
A ship leaves port P and sails $60\text{ km}$ on a true bearing of $030°$ to point Q. It then sails $40\text{ km}$ on a true bearing of $120°$ to point R.
(a) Find the eastward and northward displacements for the leg P to Q. (Use $\sin 30° = 0.5$, $\cos 30° \approx 0.86603$.)
(b) Find the eastward and northward displacements for the leg Q to R. (Note $120°$T is SE, so the angle from South is $60°$; the northward component is negative.)
(c) Find the straight-line distance PR, to 1 decimal place.
(a) P to Q (bearing 030°, angle from North $= 30°$):
East: $60\sin 30° = 60 \times 0.5 = 30\text{ km}$.
North: $60\cos 30° = 60 \times 0.86603 \approx 51.96\text{ km}$.
(b) Q to R (bearing 120°, angle from South $= 60°$):
East: $40\sin 60° = 40 \times 0.86603 \approx 34.64\text{ km}$.
North: $-40\cos 60° = -40 \times 0.5 = -20\text{ km}$ (i.e. $20\text{ km}$ south).
(c) Total east $= 30 + 34.64 = 64.64\text{ km}$; total north $= 51.96 - 20 = 31.96\text{ km}$.
$PR = \sqrt{64.64^2 + 31.96^2} = \sqrt{4178.3 + 1021.4} = \sqrt{5199.7} \approx 72.1\text{ km}$.
8 L5
A yacht leaves port P and sails $20\text{ km}$ on a true bearing of $040°$ to buoy B, then $15\text{ km}$ on a true bearing of $130°$ to point C.
(a) Explain why the legs PB and BC meet at a right angle, and find the straight-line distance PC.
(b) The bearing from P to C is $077°$T. Find the back bearing from C to P.
(a) The two bearings differ by $130° - 040° = 90°$, so the legs PB and BC are perpendicular. By Pythagoras: $PC = \sqrt{20^2 + 15^2} = \sqrt{400 + 225} = \sqrt{625} = 25\text{ km}$.
(b) $077° < 180°$, so add $180°$: back bearing $= 077° + 180° = 257°$T.
Trigonometry Complete

You've worked through all 5 lessons and the full topic test for Trigonometry. Mark as complete to record your progress.