trigonometry
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128 GEOMETRY AND TRIGONOMETRY<br />
4. x = 21 mm, y = 34 mm, z = 42 mm<br />
[ Z = 29 ◦ 46 ′ , Y = 53 ◦ 30 ′ ]<br />
,<br />
Z = 96 ◦ 44 ′ , area = 355 mm 2<br />
Problem 26. Two voltage phasors are shown in<br />
Fig. 12.26. If V 1 = 40V and V 2 = 100V determine<br />
the value of their resultant (i.e. length OA)<br />
and the angle the resultant makes with V 1 .<br />
12.11 Practical situations involving<br />
<strong>trigonometry</strong><br />
There are a number of practical situations where<br />
the use of <strong>trigonometry</strong> is needed to find unknown<br />
sides and angles of triangles. This is demonstrated<br />
in Problems 25 to 30.<br />
Problem 25. A room 8.0 m wide has a span<br />
roof which slopes at 33 ◦ on one side and 40 ◦<br />
on the other. Find the length of the roof slopes,<br />
correct to the nearest centimetre.<br />
A section of the roof is shown in Fig. 12.25.<br />
Figure 12.25<br />
Angle at ridge, B = 180 ◦ − 33 ◦ − 40 ◦ = 107 ◦<br />
From the sine rule:<br />
8.0<br />
sin 107 ◦ =<br />
from which,<br />
a =<br />
a<br />
sin 33 ◦<br />
8.0 sin 33◦<br />
sin 107 ◦ = 4.556 m<br />
Also from the sine rule:<br />
8.0<br />
sin 107 ◦ =<br />
from which,<br />
c =<br />
c<br />
sin 40 ◦<br />
8.0 sin 40◦<br />
sin 107 ◦ = 5.377 m<br />
Hence the roof slopes are 4.56 m and 5.38 m,<br />
correct to the nearest centimetre.<br />
Figure 12.26<br />
Angle OBA = 180 ◦ − 45 ◦ = 135 ◦<br />
Applying the cosine rule:<br />
OA 2 = V 2 1 + V 2 2 − 2V 1V 2 cos OBA<br />
The resultant<br />
= 40 2 + 100 2 −{2(40)(100) cos 135 ◦ }<br />
= 1600 + 10000 −{−5657}<br />
= 1600 + 10000 + 5657 = 17257<br />
OA = √ (17257) = 131.4V<br />
Applying the sine rule:<br />
from which,<br />
131.4<br />
sin 135 ◦ = 100<br />
sin AOB<br />
100 sin 135◦<br />
sin AOB =<br />
131.4<br />
= 0.5381<br />
Hence angle AOB = sin −1 0.5381 = 32 ◦ 33 ′ (or<br />
147 ◦ 27 ′ , which is impossible in this case).<br />
Hence the resultant voltage is 131.4 volts at 32 ◦ 33 ′<br />
to V 1 .<br />
Problem 27. In Fig. 12.27, PR represents the<br />
inclined jib of a crane and is 10.0 long. PQ is<br />
4.0 m long. Determine the inclination of the jib<br />
to the vertical and the length of tie QR