A list of some fundamental formulae to analyse the geometry of straight lines mathematically is given below.
- Coordinates of a point on the plane
- Distance Formula
- Slope Formula
- Section Formula
- Centroid Formula
- Area of a triangle
- Relation between cartesian coordinates and polar coordinates
- Equations of straight lines parallel to the axes
Coordinates of a point on the plane
Let $XOX’$ and $YOY’$ be the two mutually perpendicular straight lines representing $\text{X-axis}$ and $\text{Y-axis}$ respectively meeting at a point $O$ which is known as the origin. Let $P$ be a point on the plane.
From $P$, draw $PM$ perpendicular to $XOX’$ meeting at the point $M$. If $OM=x$ and $PM=y$, then the point $P$ is associated with the numbers $x$ and $y$. We say that $P$ has the coordinates $(x,y)$, $x$ being the x-coordinate (abscissa) and $y$ being the y-coordinate (ordinate).
[Know more: Coordinates in Space]
Distance Formula
If $P(x_1,y_1)$ and $Q(x_2,y_2)$ be two points on the plane then the distance between them denoted by $d$ is given by \[d=PQ=\sqrt{(x_2-x_1)^2+(y_2-y_1)^2}\]
[Know more: Distance between Two Points]
Slope Formula
If $P(x_1,y_1)$ and $Q(x_2,y_2)$ be two points then $\text{rise}=y_2-y_1$ and $\text{run}=x_2-x_1$. The slope of the line $PQ$ is defined as the ratio of the rise to the run. \[\therefore\text{Slope of the line }(m)=\frac{y_2-y_1}{x_2-x_1}\] The slope of a line is also defined as the tangent of the angle made by the line $PQ$ with the positive x-axis. Thus, if $\theta$ is the angle made by the line $PQ$ with positive x-axis, then \[\text{Slope of the line }(m)=\tan\theta=\frac{y_2-y_1}{x_2-x_1}\]
Section Formula
Internal Division
If $R(x,y)$ be a point dividing the line joining the points $P(x_1,y_1)$ and $Q(x_2,y_2)$ internally in the ratio $m_1:m_2$, then \[x=\frac{m_1x_2+m_2x_1}{m_1+m_2}\text{ and }y=\frac{m_1y_2+m_2y_1}{m_1+m_2}\] If $R(x,y)$ is the middle point of the line $PQ$, then \[x=\frac{x_1+x_2}{2}\text{ and }y=\frac{y_1+y_2}{2}\]
External Division
If $R(x,y)$ be a point dividing the line joining the points $P(x_1,y_1)$ and $Q(x_2,y_2)$ externally in the ratio of $m_1:m_2$, then \[x=\frac{m_1x_2-m_2x_1}{m_1-m_2}\text{ and }y=\frac{m_1y_2-m_2y_1}{m_1-m_2}\]
[Know more: Section Formulae]
Centroid Formula
Let $A(x_1,y_1)$, $B(x_2,y_2)$ and $C(x_3,y_3)$ be the vertices of a triangle. If $G(x,y)$ be the centroid of the triangle, then \[x=\frac{x_1+x_2+x_3}{3}\text{ and }y=\frac{y_1+y_2+y_3}{3}\]
Area of a triangle
If $A(x_1,y_1)$, $B(x_2,y_2)$ and $C(x_3,y_3)$ be the vertices of a triangle $ABC$, then the area of the triangle $ABC$ \[=\frac{1}{2}(x_1y_2-x_2y_1+x_2y_3-x_3y_2+x_3y_1-x_1y_3)\] \[=\frac{1}{2}[x_1(y_2-y_3)+x_2(y_3-y_1)+x_3(y_1-y_2)]\] The expression for the area of the triangle may also be expressed in the following determinant form \[\frac{1}{2}\left|\begin{array}{c} x_1 & y_1 & 1 \\ x_2 & y_2 & 1 \\ x_3 & y_3 & 1 \end{array}\right|\] If the three points $A$, $B$ and $C$ are collinear, then \[\text{Area of }\Delta ABC=0\] \[\text{i.e. }x_1(y_2-y_3)+x_2(y_3-y_1)+x_3(y_1-y_2)=0\]
[Know More: Area of a Triangle]
Relation between cartesian coordinates and polar coordinates
If $(x,y)$ be the cartesian coordinates of a point on the plane and $(r,\theta)$ be the polar coordinates of the same point, then \[x=r\cos\theta\text{ and }y=r\sin\theta\] \[\text{where, }r^2=x^2+y^2\text{ and }\theta=\tan^{-1}\frac{y}{x}\]
Equations of straight lines parallel to the axes
We know that the equation of x-axis is $y=0$, since any point on the x-axis will have its ordinate equal to zero. Similarly, the equation of y-axis can similarly be written as $x=0$.
Now consider a straight line parallel to x-axis at a distance $a$ units from it. Then, any point on the straight line has its ordinate equal to $a$. Hence, the equation of the straight line parallel to x-axis is $y=a$.
Similarly, the equation of a straight line parallel to y-axis at a distance $b$ from it is $x=b$.
Three Standard Forms of Equation of Straight Lines
Special Cases
More on Equation of Straight Lines: Linear Equation $Ax+By+C=0$
Next: Slope Intercept Form