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Trigonometry, 2ADV T1 2025 HSC 29

The point \(T\) is the peak of a mountain and the point \(O\) is directly below the mountain's peak. The point \(Y\) is due east of \(O\) and the angle of elevation of \(T\) from \(Y\) is 60°. The point \(F\) is 4 km south-west of \(Y\). The points \(O, Y\) and \(F\) are on level ground. The angle of elevation of \(T\) from \(F\) is 45°.
 

  1. Let the height of the mountain be \(h\).
  2. Show that  \(O Y=\dfrac{h}{\sqrt{3}}\).   (1 mark)

  3. Hence, or otherwise, find the value of \(h\), correct to 2 decimal places.   (3 marks)

  4. Find the bearing of point \(O\) from point \(F\), correct to the nearest degree.   (3 marks)

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a.   \(\text{See Worked Solutions}\)

b.   \(h=3.03 \ \text{km}\)

c.   \(\text {Bearing of \(O\) from \(F\)}=021^{\circ} \)

Show Worked Solution

a.    \(\text{In}\ \triangle TOY:\)

\(\tan 60^{\circ}\) \(=\dfrac{h}{OY}\)  
\(OY\) \(=\dfrac{h}{\tan 60^{\circ}}\) \(=\dfrac{h}{\sqrt{3}}\)

 

b.   \(\text{In}\ \triangle TOF:\)

\(\tan 45^{\circ}=\dfrac{h}{OF} \ \Rightarrow \ OF=h\)

\(\text{Since \(Y\) is due east of \(O\) and \(F\) is south-west of \(Y\):}\)

\(\angle OYF =45^{\circ}\)
 

♦♦♦ Mean mark (b) 25%.

\(\text{Using cosine rule in} \ \triangle OYF:\)

\(OY^2+YF^2-2 \times OY \times YF\, \cos 45^{\circ}\) \(=OF^2\)
\(\left(\dfrac{h}{\sqrt{3}}\right)^2+4^2-2 \times \dfrac{h}{\sqrt{3}} \times 4 \times \dfrac{1}{\sqrt{2}}\) \(=h^2\)
\(\dfrac{h^2}{3}+16-\dfrac{8}{\sqrt{6}} h\) \(=h^2\)
\(\dfrac{2}{3} h^2+\dfrac{8}{\sqrt{6}} h-16\) \(=0\)

 

\(h\)

 \(=\dfrac{\dfrac{-8}{\sqrt{6}}+\sqrt{\frac{64}{6}+4 \times \frac{2}{3} \times 16}}{2 \times \frac{2}{3}}\ \ \ (h>0)\)
  \(=3.0277 \ldots\)
  \(=3.03 \ \text{km (to 2 d.p.)}\)

 
c.    \(\text {Using sine rule in} \ \ \triangle OYF:\)

\(\dfrac{\sin\angle FOY}{4}\) \(=\dfrac{\sin 45^{\circ}}{3.03}\)  
\(\sin \angle F O Y\) \(=\dfrac{4 \times \sin 45^{\circ}}{3.03}=0.93347\)  
\(\angle FOY\) \(=180-\sin^{-1}(0.93347)=180-68.98 \ldots = 111^{\circ} \ \text{(angle is obtuse)}\)  
♦♦♦ Mean mark (c) 12%.

\(\angle FO\text{S}^{\prime}=111-90=21^{\circ}\)

\(\angle \text{N}^{\prime}FO=21^{\circ}(\text {alternate})\)

\(\therefore \ \text {Bearing of \(O\) from \(F\)}=021^{\circ} \)

Trigonometry, 2ADV T1 2024 HSC 20

A vertical tower \(T C\) is 40 metres high. The point \(A\) is due east of the base of the tower \(C\). The angle of elevation to the top \(T\) of the tower from \(A\) is 35°. A second point \(B\) is on a different bearing from the tower as shown. The angle of elevation to the top of the tower from \(B\) is 30°. The points \(A\) and \(B\) are 100 metres apart.
 

  1. Show that distance \(A C\) is 57.13 metres, correct to 2 decimal places.   (1 mark)
  1. Find the bearing of \(B\) from \(C\) to the nearest degree.   (3 marks)
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\(194^{\circ}\)

Show Worked Solution

a.   \(\text{In}\ \Delta TCA:\)

\(\tan 35°\) \( =\dfrac{40}{AC}\)  
\(AC\) \( =\dfrac{40}{\tan 35°}=57.125…=57.13\ \text{m (2 d.p.)}\)  

 
b.   \(\text{In}\ \Delta TCB:\)

\(\tan 30°\) \( =\dfrac{40}{BC}\)  
\(BC\) \( =\dfrac{40}{\tan 30°}=69.28\ \text{m}\)  

  
\( \text{Find} \ \angle BCA \ \text{using cosine rule:}\)

\(\cos \angle B CA\) \( = \dfrac{57.13^2+69.28^2-100^2}{2 \times 57.13 \times 69.28}= -0.2446…\)  
\(\angle BCA\) \( = 104.2° \)  

\(\therefore\ \text{Bearing of}\ B\ \text{from}\ C= 90+104=194^{\circ} \text{(nearest degree)} \)

Trigonometry, 2ADV T1 EQ-Bank 24

A tower \(T C\) is \(h\) metres high.

At point \(A\), due south of the tower, the angle of elevation to the top of the tower, point \(T\), is 13°.

Point \(B\) is due east of the tower, with an angle of elevation to the top of 24°, as shown in the diagram.

Point \(A\) is 1.1 kilometres from Point \(B\) and both points are on the same ground level as the base of the tower, point \(C\).
 


  1. Show \(B C=h \times \tan 66^{\circ}\).   (1 mark)

  2. Find a similar expression for \(A C\).   (1 mark)

  3. Hence, or otherwise, determine the height, \(h\), of the tower. Give your answer correct to the nearest metre.   (3 marks)

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a.   \(\text{See Worked Solutions}\)

b.   \(\text{See Worked Solutions}\)

c.   \(\text{225 metres}\)

Show Worked Solution

a.   \(\text{In}\ \Delta TBC\ \Rightarrow \angle CTB=90-24=66^{\circ}\)

\(\tan 66^{\circ}\) \(=\dfrac{BC}{h} \)  
\(BC\) \(=h \times \tan 66^{\circ}\)  

 

b.   \(\text{In}\ \Delta TAC\ \Rightarrow \angle CTA=90-13=77^{\circ}\)

\(\tan 77^{\circ}\) \(=\dfrac{AC}{h} \)  
\(AC\) \(=h \times \tan 77^{\circ}\)  

 
c.   \(\Delta ACB\ \text{is right-angled.}\)
  

\(\text{By Pythagoras:}\)

\(AC^{2}+BC^{2}\) \(=1100^{2}\)  
\(h^2 \times \tan^{2} 77^{\circ} + h^2 \times \tan^{2}66^{\circ}\) \(=1100^2\)  
\(h^2(\tan^{2} 77^{\circ}+\tan^{2} 66^{\circ})\) \(=1100^2\)  
\(h^2\) \(=\dfrac{1100^2}{(\tan^{2} 77^{\circ}+\tan^{2} 66^{\circ})}\)  
\(h\) \(=225.44…=225\ \text{m (nearest m)}\)  

Trigonometry, 2ADV T1 2022 HSC 3 MC

A tower `B T` has height `h` metres.

From point `A`, the angle of elevation to the top of the tower is `26^@` as shown.
 

Which of the following is the correct expression for the length of `A B` ?

  1. `h  tan 26^(@)`
  2. `h  cot 26^(@)`
  3. `h  sin 26^(@)`
  4. `h\ text{cosec}\ 26^(@)`
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`B`

Show Worked Solution
`tan 26^@` `=h/(AB)`  
`AB` `=h/(tan26^@)=h\ cot26^@`  

 
`=>B`

Trigonometry, 2ADV T1 EQ-Bank 30

A tower is built on flat ground.

Three tourists, `A`, `B` and `C` are observing the tower from ground level.

`A` is due north of the tower, `C` is due east and `B` is on the line of sight from `A` and `C` and between them.

The angles of elevation to the top of the tower from `A`, `B` and `C` are 26°, 28° and 30°, respectively.

What is the bearing of `B` from the tower?   (4 marks)

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`005°`

Show Worked Solution

`text(Let)\ \ h =\ text(height of tower)`

`text(In)\ DeltaOAT:`

`tan26^@= h/(d_A)\ \ =>\ \ d_A= h/(tan26^@)`

`text(Similarly,)`

`d_B= h/(tan28^@)\ \ =>\ \ d_C= h/(tan30^@)`

    
`text(In)\ DeltaOAC:`

`tan angleOAC= (d_C)/(d_A)= (h/(tan30^@))/(h/(tan26^@))= (tan26^@)/(tan30^@)= 0.8447…`

`angleOAC=40.19^@`
 

`text(Using sine rule in)\ DeltaOAB:`

`(sinangleABO)/(d_A)` `= (sinangleOAC)/(d_B)`
`sinangleABO` `= sin40.2^@ xx (tan28^@)/(tan26^@)= 0.7035…`
`angleABO` `= 44.71^@\ text(or)\ 135.29^@`

 
`text(S)text(ince)\ \ angleOCA= tan^(−1)((tan30)/(tan26))= 49.8^@`

`=> angleOBC = 44.71°`

`(text(otherwise angle sum)\ DeltaOBC > 180°)`

`angleAOB= 180-(40.19 + 135.29)= 4.52`

`:.\ text(Bearing of)\ B\ text(from tower is)\ 005°.`

Trigonometry, 2ADV’ T1 2008 HSC 6a

From a point `A` due south of a tower, the angle of elevation of the top of the tower `T`, is 23°. From another point `B`, on a bearing of 120° from the tower, the angle of elevation of `T` is 32°. The distance `AB` is 200 metres.
 

Trig Ratios, EXT1 2008 HSC 6a 

  1. Copy or trace the diagram into your writing booklet, adding the given information to your diagram.   (1 mark)

  2. Hence find the height of the tower. Give your answer to the nearest metre.   (3 marks)

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 a.    
        Trig Ratios, EXT1 2008 HSC 6a Answer

b.    `96\ text(m)`

Show Worked Solution

a.

Trig Ratios, EXT1 2008 HSC 6a Answer 

 

b.  `text(Find)\ \ OT = h`

`text(Using the cosine rule in)\ Delta AOB :`

`200^2 = OA^2 + OB^2-2 * OA * OB * cos 60\ …\ text{(*)}`

 `text(In)\ Delta OAT:\ \ \tan 23^@= h/(OA)`

`=> OA= h/(tan 23^@)\  …\ (1)`

 `text(In)\ Delta OBT:\ \ \tan 32^@= h/(OB)`

`=> OB= h/(tan 32^@)\ \ \ …\ (2)`
 

`text(Substitute)\ (1)\ text(and)\ (2)\ text(into)\ text{(*):}`

`200^2` `= (h^2)/(tan^2 23^@) + (h^2)/(tan^2 32^@)-2 * h/(tan 23^@) * h/(tan 32^@) * 1/2`
  `= h^2 (1/(tan^2 23^@) + 1/(tan^2 32^@) + 1/(tan23^@ * tan32^@) )`
  `= h^2 (4.340…)`
`h^2` `= (40\ 000)/(4.340…)= 9214.55…`
`:. h` `=\sqrt{9214.55…}= 95.99…= 96\ text(m)\ \ \ text{(to nearest m)}`

Trigonometry, 2ADV’ T1 2015 HSC 12c

A person walks 2000 metres due north along a road from point `A` to point `B`. The point `A` is due east of a mountain `OM`, where `M` is the top of the mountain. The point `O` is directly below point `M` and is on the same horizontal plane as the road. The height of the mountain above point `O` is `h` metres.

From point `A`, the angle of elevation to the top of the mountain is 15°.

From point `B`, the angle of elevation to the top of the mountain is 13°.
 

Trig Ratios, EXT1 2015 HSC 12c

  1. Show that  `OA = h cot15°`.   (1 mark)

  2. Hence, find the value of `h`.   (2 marks)

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  1. `text(See Worked Solutions)`
  2. `910\ text{m  (nearest metre)}`
Show Worked Solution

i.   `text(Show)\ \ OA = h cot15^@` 

Trig Ratios, EXT1 2015 HSC 12c Answer1

`text(In)\ \ Delta MOA,`

`tan15^@` `= h/(OA)`
`OA` `= h/(tan15^@)= h cot15^@\ \ …text(as required)`

 

ii.   `text(In)\ \ ΔMOB`

`tan13^@` `= h/(OB)`
`OB` `= h/(tan13^@)= h cot13^@`

 

Trig Ratios, EXT1 2015 HSC 12c Answer2 
 

`text(In)\ \ ΔAOB:`

`OA^2 + AB^2` `= OB^2`
`OB^2-OA^2` `= AB^2`
`(h cot 13^@)^2-(h cot15^@)^2` `= 2000^2`
`h^2[(cot^2 13^@-cot^2 15^@)]` `= 2000^2`
`h^2` `= (2000^2)/(cot^2 13^@-cot^2 15^@)`
`:. h` `= sqrt((2000^2)/(cot^2 13^@-cot^2 15^@))= 909.704…= 910\ text{m  (nearest metre)}`