WEEK THREE
TOPIC: BEARINGS AND DISTANCES

  • Bearings And Distances
  • Angles of Elevation and Depression

Angle of Elevation
This is the angle formed between the normal eye level and the line through which the observer view an object above.
A

 
 
 
 
  Ө
C B
Angle ACB = Ө = Angle of elevation.

 Angle of Depression: This is the angle formed between the eye level of the observer and the object below when the observer is above the object at view.
Angle ABC = Ө = Angle of Depression. B Ө

 
 
 
 AC
The angle of elevation is alternate to the angle of depression and problems involving angles of elevation and depression could be solved by using the basic trigonometric ratios and in some cases the sine and cosine rule could be applied.
Sine Rule for ∆ ABC; a = b = c
Sin A Sin B Sin C
Cosine Rule: a2 = b2 + c2 – 2bc Cos A
b2 = a2 + c2 – 2ac Cos B
c2 = a2 + b2 – 2ab Cos C
EXAMPLES:

  1. A ladder 50m long rests against a vertical wall. If the ladder makes an angle of 650 with the ground, find the distance between the foot of the ladder and the wall.

Solution: Q Ladder = QR, Wall = QP
Distance between the foot of the ladder and the wall = PR

  50m Cos 650 = PR
50
Cross multiplying
PR = 50 x Cos 650 = 50 x0.4226
PR = 21.13m

P 650 R

  1. The angle of depression of an object on the ground from the top of a tower 60m high is 550. Find the distance between the foot of the tower and the object to the nearest whole number.

Solution: A
550 Tower = AC, Object = A
Distance between the foot of the tower and
     the object = BC

  Tan 550 = AC, tan 550 = 60
60m BC BC
Cross multiplying; BC x Tan 550 = 60
BC = 60/tan 550
BC BC = 60/1.428 = 42.02m
BC = 42m (nearest whole number)
EVALUATION
From the top of a building 10m high, the angle of elevation of a stone lying on the horizontal ground is 700. Calculate correct to 1 decimal place, the distance of the stone from the foot of the building and the distance of the stone from the top of the building.

 FURTHER EXAMPLES:

  1. The angle of elevation of the top of a vertical pole from a height 1.54m above a horizontal ground is 400. The foot of the pole is on the same horizontal ground and the point of observation is 20m from the pole. Calculate correct to 3 significant figures. (i) the height of the pole (ii) the angle of depression of the foot of the pole from the point of observation.

Solution:E
Pole = BE, AD = Point above the ground.
400
D C
1.54m

 
A     B
20m

  1. BE = Height of the pole = BC + CE

BC = AD = 1.54m, AB = CD = 20m (opposite & parallel sides).
To obtain CE, using triangle CDE;
Tan 400 = CE/CD, Tan 400 = CE/20
Cross multiplying; CE = 20 x tan 400 = 20 x 0.8391
CE = 16.782m
Therefore, Height of the pole (BE) = 1.54 + 16.782 = 18.322m
= 18.3m (3 sig. fig)

  1. Angle of depression of the foot of the pole from point D:

    Using ∆ BDC, Tan Ө = 1.54/20
    Ө = tan-1(0.077) = 4.410

  1. A boy observes that the angle of elevation of the top of a tower is 320. He then walks 8m towards the tower and then discovers that the angle of elevation is 430. Find the height of the tower to the nearest metre.

    Solution:
    A

     
     
     
     
      320 430
    D 8m C x B
    Height of the tower is AB, using ∆ACB, Tan 430 = AB/x
    AB = x tan 430 ……………………eqn 1
    From ∆ ADB, Tan 320 = AB/(8 + x)
    AB = (8 + x) tan 320 ……………………eqn 2
    Equating the two equations: x tan 430 = (8 + x) tan 320
    x tan 430 = 8tan 320 + x tan 320
    x tan 430 – x tan 320 = 8tan 320
    x(tan 430 – tan 320) = 8 tan 320
    x = 8 tan 320
    tan 430 – tan 320
    x = 8 x 0.6249 = 4.9992
    0.9325 – 0.6249 0.3076
    x = 16.252m
    Height of the tower = AB = x tan 430 = 16.252 x 0.9325 = 15.15499m
    Height of the tower = 15.2m

     

EVALUATION
The feet of two vertical pole of height 3m and 7m are in line with a point P on the ground, the smaller pole being between the taller pole and P and at a distance of 20m from P. The angle of elevation of the top (T) of the taller pole from the top (R) of the smaller pole is 300. Calculate:

  1. Distance RT (b) Distance of the foot of the taller pole from P, correct to 3 significant figures.
  2. Angle of elevation of T from P, correct to one decimal place.

 BEARING AND DISTANCES
Bearings can be defined as the angular relationships between two or more places. Bearings are specified in two ways:

 Cardinal Points: It is specified in reference to the north and south. E.g N450E, S600W

 
 
 
 
 
 
 
 
 
 Example
Taking O as the starting point.
NOP = 600 is the bearing N600E
SOQ= S470W


 
 

 
 Three Digits Notation: Bearing is also specified in three digits notation. E.g 0600, 0780,1350,2250 e.t.c

 Example1. Indicate the following bearing on the cardinal point (a) 0800 (b) 2100
Solution
(a) 0800, ( b) 2100




 

 2. Write each of the following in three digit notation. (a) S 700E (b) N400W
Solution:
(a)S 700E

 
 

 
 
 
  It is equivalent to 1100
(b) N 400W

 
 
 
 
 It is equivalent to 3200

 Evaluation
Find the equivalent of the following in three digit notation. 1. S 750W 2. N 350E 3.S 300E 4.N620W

 Bearing of One Point from Another;
It is possible to determine the bearing of one point or location from another point, if the starting point is known.

 Examples
1.Find the bearing of A from B if B from A is 1400.
Solution;
A from B = ? B from A = 1400

 
 
 
 
 

 A from B =2700 + 500 =3200
2.If the bearing of P from Q is 0750, find the bearing of Q from P.
Solution;
P from Q = 0750

R from P = 180 + 75
= 2550

 
 Evaluation: Find the bearing of X from Y, if Y from X is 2100.

 The Sine rule and Cosine rule are the basic rule used to solve bearing related problems.
Sine rule; Sin A = Sin B = Sin C or a = b = c
a b c Sin A Sin B Sin C
Cosine rule; c2 = a2 + b2 – 2abCosC
a2 = b2 + c2 – 2bcCosA
b2 = a2 + c2 – 2acCosB
Examples
1. A fly moves from a point U on a bearing of 0600, to a point V 20m away. It then moves from the point V on a bearing of 1300, to a point W. If the point W is due east of U. Find the distance of the point V from W and U from W.
Solution



 

 
 U + V + W = 1800 ( sum of angles in a ∆ )
W = 1800 – 300 – 1100, W = 400
To find the distance V from W, using sine rule; Sin U = Sin W
u w
sin 300 = sin 400
u 20, u = 20 sin 300
sin 400
u = 15.56mdistance V from W = 15.6m (3 s.f)
Distance u from w; sin U = sin V
u v
sin 30 = sin 1100
15.6 v

  v = 15.6 x sin 1100 v = 29.32
sin 30
hence, distance of u from w = 29.3m (3 s.f).

 2.A village R is 10km from a point P on a bearing 0250 from P. Another village A is 6km from P on a bearing 1620. Calculate (a) distance of R from A (b)the bearing of R from A.
Solution:

 
 


    

 (a) Distance R from A, using cosine rule: p2 = q2 + r2 – 2qr Cos P
P2 = 102 + 62 – 2(10 x 6) Cos 1370
P2 = 100 + 36 – (120) x( -0.7314)
P2 = 136 + 87.768
P = √223.768, p = 14.96km
Distance R from Q = 15km approximately.

 (b)Bearing of R from Q, Let the bearing be x, to find x, find A first

 Sin Q = Sin P
a p
Sin A = Sin 1370
10 14.96     
Sin Q = 10 x Sin1370
14.96
Q = sin-10.4559, Q = 27.10
But, Q = 18 + x
27.10=18+x
x=27.10 – 18=09.10
The bearing of R from Q is 0090.

 Evaluation
City A is 300km due east of city B.City C is 200km on a bearing of 1230 from city B.How far is it from C to A?

 General Evaluation:
1)Find the corresponding bearing of the following: (a)N640W (b)0640 (c)S420E (d) 2340
2)If the bearing of X from Y is N640W.Find the bearing of Y from X.
3)A boat sails 6km from a port X on a bearing of 0650 and thereafter 13km on a bearing of 1360. What is the distance and bearing of the boat from X.
4. Find the angle of elevation to the nearest degree of the top of a church tower 180m high from a point on the ground 75m from its foot.

 Revision Questions
1 From a place 400m north of X, a student walks eastward to a place Y which is 800m from X. What is the bearing of X from Y
2 In a circle of radius 18cm, two radii form an angle of 1500 at the centre from point X and Y on the circumference. Find correct to three significant figure
(a) the length of the chord XY
(b) the length of the major arc
(c) the area of the minor segment

 Reading Assignment
Essential Mathematics SSS2, pages 195-197, nos 1-10.

 Weekend Assignment
Objectives
1. What is the equivalent of S700E in three digit notation? A. 1100 B. 0700 C.1200 D.1000
2. If the bearing of P from R is 0650, what is R from P? A. 2300 B.2450 C. 1200 D 0250
3. Express the true bearing 2100 as a compass bearing. A S300W B S600W C.N300W D.S600E
4. Town Q is on a bearing 2100 from town P, town R is on a bearing 1500 from town P and R is east of Q. The distance between R and P is 10km. Find the distance between R and Q. A. 10km B. 20km C.30km D. 40km
5. What is the bearing of M from N, if the bearing of N from M is 3150? A.0650 B. 0150 C. 0450 D. 0250

 Theory
1. P, Q and R are points in the same horizontal plane. The bearing of Q from P is 1500 and the bearing of R from Q is 0600. If |PQ| = 5m and |QR| = 3m. Find the bearing of R from P correct to the nearest degree.
2.The angles of elevation of the top T, of a tower, 25m high are observed from point A at the top of a building to be 380 and from point B at the bottom of the building to be 65.40. If the tower and the building are on the same horizontal level, calculate (a) BT (B) the height of the building. Give your answers correct to 3 s.f.

 
 

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