Traditional Definition
Modern Definition
where \(P\) with coordinates \((x,y)\) is a variable point on unit circle, centre \(O\). \(OP\) makes angle of \(\theta\) with the positive values \(x-axis\). \(x\) can be considered as the projection of \(OP\) of unit length on \(x-axis\) and \(y\) can be considered as the vertical displacement of \(P\) from \(x-axis\). \(sin \theta\) and cos \(\theta\) are defined in terms of \(y\) and \(x\) respectively \[sin \theta = y\] \[cos \theta = x\] \[tan \theta = \frac{sin \theta}{cos \theta} = \frac{y}{x}\].
In order to find the remaining ratios when one ratio is given, the traditional approach makes it easy.
Corollary 1
\[sin C = \frac{h}{b} \rightarrow h=bsin C\]
\[sin B = \frac{h}{c} \rightarrow h=csin B\]
Hence, \[\frac{b}{sin B} = \frac{c}{sin C}\]
Generally, we have the sine rule: \[\frac{a}{sin A} = \frac{b}{sin B} = \frac{c}{sin C}\]
The cosine formula can be derived as follows using Figure 3
\[b^2 = c^2+a^2-2accosB = a^2+c^2-2accosB\]
\[a^2 = b^2+c^2-2abcosC\] \[c^2 =a^2+b^2-2abcosB\]
Case 1: Sine Function \[sin(A+B) = sinAcosB + cosAsinB \tag{1}\] \[sin(A-B) = sinAcosB - cosAsinB \tag{2}\]
Add equation 1 and 2, we have: \[sin(A+B)+sin(A-B) = 2sinAcosB \tag {1*}\]
subtract equation 2 from 1, we have: \[sin(A+B)-sin(A-B) = 2cosAsinB \tag{2*}\]
Case 2: Cosine Function \[cos(A+B) = cosAcosB - sinAsinB \tag{3}\] \[cos(A-B) = cosAcosB + sinAsinB \tag{4}\]
Add equation 3 and 4, we have: \[cos(A+B)+cos(A-B)=2cosAcosB \tag{3*}\]
subtract equation 4 from 3, we have \[cos(A-B)-cos(A+B)=2sinAsinB \tag{4*}\]
Let \(A+B = \theta\) and \(A-B = \phi\) \[\Rightarrow (A+B)+(A-B) = \theta +\phi\] \[2A = \theta +\phi\] \[A = \frac{\theta + \phi}{2}\]
Also; \[\Rightarrow (A+B)-(A-B) = \theta -\phi\] \[2B = \theta -\phi\] \[B = \frac{\theta - \phi}{2}\]
By substituting the results in all eqautions (*), we have:
The angles between the line of sight and the horizontal for which an observer views an object either from the the top (having need to lower his or her line of sight) or from below (having need to raise his line of sight) are referred to as angles of depression and elevation respectively.
The problems around these angles are usually of obtaining other angles formed formed by creating a triangle from the scenario or by obtaining corresponding distances associated with it.
These problems are mainly solved using techniques explored in Lecture 1 - Pythagoras theorem, BTR, Sine and Cosine rules.
Illustration 1
Solution
\[tan \theta = \frac{Opp}{Adj} = \frac{183}{72} = 2.5417\] \[\theta = tan^{-1}(2.5417)\] \[\theta =68.5^\circ\]
The angle of elevation of the sun is approximately \(68.5^\circ\).
Bearing the clockwise angular distance covered between two points.
Steps to Solving Bearing and Distances
Illustration 2
Solution
Using Cosine Rule, \[b^2 = a^2 + c^2 - 2acCosB\] \[y^2 = x^2 + z^2 -2xyCosY\]
\(y^2 = 13^2 +6^2 - 2\times 13 \times 6 Cos109^\circ\)
\(y=\sqrt{255.7886}\)
\(y=15.9934 \approx 16km\)
To find the bearing of the driver from X, we apply the Sine Rule;
\[\frac{x}{Sin X} = \frac{y}{Sin Y}\]
Double Angle
\[Sin(2A) = Sin(A+A) = SinACosA + CosASinA = 2SinACosA\] \[Cos(2A) = Cos(A+A) = CosACOSA - SinASinA = Cos^{2}{A} - Sin^{2}{A} = 2Cos^{2}{A}-1\] \[Tan(2A) = \frac{Sin(2A)}{Cos(2A)}=\frac{2TanA}{1-Tan^{2}{A}}\]
Inverse Circular Functions
Circular functions as used to describe trigonometric functions as they revolved around a unit circle \((360^\circ)\). The inverse circular functions are the inverse of the basic trigonometric functions: Sine, Cosine, and Tangent.
The inverse circular functions are:
Definition of Radian
Relationship Between Degrees and Radians
\[180^\circ = \pi \hspace{0.2cm} radians\]
Properties of the Circle Using Radian
Length of an Arc: An arc is a part of the circumference of a circle. The length of an arc is the distance along the curved line that makes up the arc. It can be obtained as: \[ LA = r\theta\] where:
Illustration 4: If a circle has radius \(r = 10cm\) and the angle subtended at the center is \(\theta = \frac{\pi}{3}\) radians, the length of arc becomes: \[LA = 10 \times \frac{\pi}{3}= \frac{10\pi}{3}\approx 10.47cm\]
Area of Sector: The sector is a portion of the circle enclosed by two radii and the arc between them. It looks like a “slice of pie.” It is calculated as: \[AS = \frac{1}{2}r^{2}{\theta}\] where:
Length of Chord: A chord is a straight line joining any two points on the circumference of a circle. When two radii form a central angle \(\theta\) the chord connects the endpoints of the arc subtended by that angle. It is expressed as: \[\text{Length of Chord} = 2rSin\left(\frac{\theta}{2}\right)\]
Area of Segment: Area of segment is the region between the chord and the corresponding arc of a circle. It is found by subtracting the triangle formed by the two radii and the chord from the area of the sector. It is expressed as: \[\text{Area of Segment} = \frac{1}{2}r^{2}{(\theta -Sin\theta)}\]
Cylinder
Cone
Simpson’s Rule
Simpson’s rule is a method for estimating the area under a curve or the volume of an irregular shape often when exact formulas can’t be applied.
The area of an irregular shape using Simpson’s rule is expressed as: \[\text{Area} = \frac{h}{3}[y_0 + 4(y_1, y_3,..., y_{n-1} ) +2(y_2, y_4, ..., y_{n-2})+ y_n]\]
where:
Illustration 5: The shape of a land in Ugono-Orogun is shown below. To estimate the area of the land, a surveyor takes measurement at intervals of 50m, perpendicular to the straight portion with the results shown (the dimensions being in metres). Estimate the area of the land in hectares (\(1 ha = 10^{4}m^{2}\)).
Solution: Using Simpson’s rule with 6 intervals each of width 50m gives: \[Area \approx \frac{50}{3}[(140+4(160+190+130)+2(200+180)+0)\] \[=\frac{50}{3}(140+1920+760) = 47000\] Hence, in hectares, area \(\approx \frac{4700m^2}{10^{4}m^{2}/ha} \approx 4.70ha\)
Illustration 6: The circumference of a 12m log of timber of varying circular cross-section is measured at intervals of 2m along its length and the results are:
| Distance from one end (m) | 0 | 2 | 4 | 6 | 8 | 10 | 12 |
|---|---|---|---|---|---|---|---|
| Circumference (m) | 2.80 | 3.35 | 3.94 | 4.32 | 5.16 | 5.82 | 6.36 |
Estimate the volume of the timber in cubic metres.
Solution: If circumference \(c =2\pi r\) then:
radius, \(r = \frac{c}{2\pi}\)
Cross-section area = \(\pi r^2 = \pi\left(\frac{c}{2\pi}\right)^2 = \frac{c^2}{4\pi}\)
Hence, the cross-sectional areas are: \(\frac{2.80^2}{4\pi} = 0.6239m^2, \frac{3.25^2}{4\pi}=0.8405m^2, 1.2353m^2, 1.4851m^2, 2.1188m^2, 2.6955m^2, 3.2189m^2\)
The volume of the timber is therefore approximately: \[\frac{2}{3}[0.6239+ 4(0.8405+1.4851+2.6955)+2(1.2353+2.1188)+3.2189]\] \[=\frac{2}{3}(30.6354)=20.42m^3\]
Mid-Ordinate Rule
In the study of analytical geometry, there are tow dimensional coordinate systems, namely:
Let the position of a point in a plane be described such that: \(OX\) is fixed line, 0 is the origin, being fixed point on it. The position of point \(P\) is known if the angle \(POX\) and the distance \(OP\) are given. The \(\angle POX (\theta)\) is called the vectorial angle and is considered positive when measured in an anticlockwise sense. The distance \(OP (r)\) is called the radius vector.
Thus, the duo \((\theta, r)\) are known as the Polar coordinates of \(P\). It is possible to make a transformation from polar coordinates to Cartesian coordinates or vis-a-vis.
\(P(x,y)\) is the Cartesian coordinates. Then we can write: \[x = ON = OPCos\theta \hspace{0.2cm} \text{or} \hspace{0.2cm} rCos\theta =x\] \[y = PN = OPSin\theta \hspace{0.2cm} \text{or} \hspace{0.2cm} rSin\theta =y\]
And \(tan\theta = \frac{y}{x}\) is the slope of the line \(OP\) or \(m = \frac{y}{x} \rightarrow tan\theta = m\) while \(r^2 = x^2+y^2\). Thus; \[r=\sqrt{x^2+y^2}\]
Distance between Two Points
Illustration 4.1: Given that there exist 3 points on a plane labelled: \(P\), \(Q\) and \(R\) which have coordinates respectively as $(5,-6), (-3,0), (-1,2). Find all possible distances between two points on the plane.
Solution
\[|PQ| = \sqrt{(5-(-3))^2+(-6-0)^2} =\sqrt{100} = 10 units\] \[|PR| = \sqrt{(5-(-1))^2+(-6-2)^2} =\sqrt{100} = 10 units\] \[|QR| = \sqrt{(-1-(-3))^2+(2-0)^2} =\sqrt{8} = 2\sqrt{2} units\]
Mid-Point of Two Points
Illustration 4.2: Find the coordinates of the mid-point of a line segment \(DE\) with respective coordinates given as: \(D(-4,2)\) and \(E(3,6)\).
Solution Let the mid-point be denoted by \(\Upsilon(x,y)\). Then, \[\Upsilon(x,y) = \Upsilon\left(\frac{-4+3}{2}, \frac{2+6}{2}\right)=\Upsilon\left(-\frac{1}{2},2\right)\]
The Straight Line
The equation of a straight line is the relation between \(x\) and \(y\) which is satisfied by the coordinates of each and every point on the line and by those of no other point.
The intercept is defined as the point where the straight line intersects the \(y-axis\).
The gradient of line passing through two points, say \(P(x_1, y_1)\) and \(Q(x_2, y_2)\) is defined as the ratio of the increase in \(y\)-coordinate to the increase in the \(x\)-coordinate in going from one point to another on the line. It is expressed as: \[m = \frac{QR}{PR} = \frac{y_2-y_1}{x_2-x_1}\]
Illustration 4.3: Find the gradient of the line joining \((3,2)\) and \((7,10)\) and the angle of slope of the line.
Solution: Let \(m\) be the gradient of the line. Then, \[m = \frac{y_2-y_1}{x_2-x_1}=\frac{10-2}{7-3}=\frac{8}{4}=2\] Let \(\theta\) be the angle of slope of the line, thus; \[tan \theta = 2 \rightarrow \theta = tan^{-1}(2) = 63.43^\circ\]
Equations of a Straight Line