In mathematics, the slope or gradient of a line is a number that describes the direction and steepness of the line.[1] Often denoted by the letter m, slope is calculated as the ratio of the vertical change to the horizontal change ("rise over run") between two distinct points on the line, giving the same number for any choice of points. A line descending left-to-right has negative rise and negative slope. The line may be physical – as set by a road surveyor, pictorial as in a diagram of a road or roof, or abstract.

The steepness, incline, or grade of a line is the absolute value of its slope: greater absolute value indicates a steeper line. Direction is defined as follows:

If two points of a road have altitudes y1 and y2, the rise is the difference (y2y1) = Δy. Neglecting the Earth's curvature, if the two points have horizontal distance x1 and x2 from a fixed point, the run is (x2x1) = Δx. The slope between the two points is the difference ratio:

This is equivalent to the grade or gradient in geography and civil engineering. Through trigonometry, the slope m of a line is related to its angle of inclination θ by the tangent function

Thus, a 45° rising line has slope m = +1, and a 45° falling line has slope m = −1.

Generalizing this, differential calculus defines the slope of a curve at a point as the slope of its tangent line at that point. When the curve is approximated by a series of points, the slope of the curve may be approximated by the slope of the secant line between two nearby points. When the curve is given as the graph of an algebraic expression, calculus gives formulas for the slope at each point. Slope is thus one of the central ideas of calculus and its applications to design.

There seems to be no clear answer as to why the letter m is used for slope, but it first appears in English in O'Brien (1844)[2] who introduced the equation of a line as "y = mx + b", and it can also be found in Todhunter (1888)[3] who wrote "y = mx + c".[4]


Slope illustrated for y = (3/2)x − 1. Click on to enlarge
Slope of a line in coordinates system, from f(x) = −12x + 2 to f(x) = 12x + 2

The slope of a line in the plane containing the x and y axes is generally represented by the letter m,[5] and is defined as the change in the y coordinate divided by the corresponding change in the x coordinate, between two distinct points on the line. This is described by the following equation:

(The Greek letter delta, Δ, is commonly used in mathematics to mean "difference" or "change".)

Given two points and , the change in from one to the other is (run), while the change in is (rise). Substituting both quantities into the above equation generates the formula:

The formula fails for a vertical line, parallel to the axis (see Division by zero), where the slope can be taken as infinite, so the slope of a vertical line is considered undefined.


Suppose a line runs through two points: P = (1, 2) and Q = (13, 8). By dividing the difference in -coordinates by the difference in -coordinates, one can obtain the slope of the line:

Since the slope is positive, the direction of the line is increasing. Since |m| < 1, the incline is not very steep (incline < 45°).

As another example, consider a line which runs through the points (4, 15) and (3, 21). Then, the slope of the line is

Since the slope is negative, the direction of the line is decreasing. Since |m| > 1, this decline is fairly steep (decline > 45°).

Algebra and geometry

Slopes of parallel and perpendicular lines


For example, consider a line running through points (2,8) and (3,20). This line has a slope, m, of

One can then write the line's equation, in point-slope form:


The angle θ between −90° and 90° that this line makes with the x-axis is

Consider the two lines: y = −3x + 1 and y = −3x − 2. Both lines have slope m = −3. They are not the same line. So they are parallel lines.

Consider the two lines y = −3x + 1 and y = x/3 − 2. The slope of the first line is m1 = −3. The slope of the second line is m2 = 1/3. The product of these two slopes is −1. So these two lines are perpendicular.


In statistics, the gradient of the least-squares regression best-fitting line for a given sample of data may be written as:


This quantity m is called as the regression slope for the line . The quantity is Pearson's correlation coefficient, is the standard deviation of the y-values and is the standard deviation of the x-values. This may also be written as a ratio of covariances:[6]

Slope of a road or railway

Main articles: Grade (slope) and Grade separation

There are two common ways to describe the steepness of a road or railroad. One is by the angle between 0° and 90° (in degrees), and the other is by the slope in a percentage. See also steep grade railway and rack railway.

The formulae for converting a slope given as a percentage into an angle in degrees and vice versa are:

(this is the inverse function of tangent; see trigonometry)


where angle is in degrees and the trigonometric functions operate in degrees. For example, a slope of 100% or 1000 is an angle of 45°.

A third way is to give one unit of rise in say 10, 20, 50 or 100 horizontal units, e.g. 1:10. 1:20, 1:50 or 1:100 (or "1 in 10", "1 in 20", etc.) 1:10 is steeper than 1:20. For example, steepness of 20% means 1:5 or an incline with angle 11.3°.

Roads and railways have both longitudinal slopes and cross slopes.


At each point, the derivative is the slope of a line that is tangent to the curve at that point. Note: the derivative at point A is positive where green and dash–dot, negative where red and dashed, and zero where black and solid.

The concept of a slope is central to differential calculus. For non-linear functions, the rate of change varies along the curve. The derivative of the function at a point is the slope of the line tangent to the curve at the point, and is thus equal to the rate of change of the function at that point.

If we let Δx and Δy be the distances (along the x and y axes, respectively) between two points on a curve, then the slope given by the above definition,


is the slope of a secant line to the curve. For a line, the secant between any two points is the line itself, but this is not the case for any other type of curve.

For example, the slope of the secant intersecting y = x2 at (0,0) and (3,9) is 3. (The slope of the tangent at x = 32 is also 3 − a consequence of the mean value theorem.)

By moving the two points closer together so that Δy and Δx decrease, the secant line more closely approximates a tangent line to the curve, and as such the slope of the secant approaches that of the tangent. Using differential calculus, we can determine the limit, or the value that Δyx approaches as Δy and Δx get closer to zero; it follows that this limit is the exact slope of the tangent. If y is dependent on x, then it is sufficient to take the limit where only Δx approaches zero. Therefore, the slope of the tangent is the limit of Δyx as Δx approaches zero, or dy/dx. We call this limit the derivative.

The value of the derivative at a specific point on the function provides us with the slope of the tangent at that precise location. For example, let y = x2. A point on this function is (−2,4). The derivative of this function is dydx = 2x. So the slope of the line tangent to y at (−2,4) is 2 ⋅ (−2) = −4. The equation of this tangent line is: y − 4 = (−4)(x − (−2)) or y = −4x − 4.

Difference of slopes

The illusion of a paradox of area is dispelled by comparing slopes where blue and red triangles meet.

An extension of the idea of angle follows from the difference of slopes. Consider the shear mapping

Then is mapped to . The slope of is zero and the slope of is . The shear mapping added a slope of . For two points on with slopes and , the image

has slope increased by , but the difference of slopes is the same before and after the shear. This invariance of slope differences makes slope an angular invariant measure, on a par with circular angle (invariant under rotation) and hyperbolic angle, with invariance group of squeeze mappings.[7][8]

Other uses

The concept of a slope or gradient is also used as a basis for developing other applications in mathematics:

See also


  1. ^ Clapham, C.; Nicholson, J. (2009). "Oxford Concise Dictionary of Mathematics, Gradient" (PDF). Addison-Wesley. p. 348. Archived from the original (PDF) on 29 October 2013. Retrieved 1 September 2013.
  2. ^ O'Brien, M. (1844), A Treatise on Plane Co-Ordinate Geometry or the Application of the Method of Co-Ordinates in the Solution of Problems in Plane Geometry, Cambridge, England: Deightons
  3. ^ Todhunter, I. (1888), Treatise on Plane Co-Ordinate Geometry as Applied to the Straight Line and Conic Sections, London: Macmillan
  4. ^ Weisstein, Eric W. "Slope". MathWorld--A Wolfram Web Resource. Archived from the original on 6 December 2016. Retrieved 30 October 2016.
  5. ^ An early example of this convention can be found in Salmon, George (1850). A Treatise on Conic Sections (2nd ed.). Dublin: Hodges and Smith. pp. 14–15.
  6. ^ Further Mathematics Units 3&4 VCE (Revised). Cambridge Senior Mathematics. 2016. ISBN 9781316616222 – via Physical Copy.
  7. ^ Bolt, Michael; Ferdinands, Timothy; Kavlie, Landon (2009). "The most general planar transformations that map parabolas into parabolas". Involve: A Journal of Mathematics. 2 (1): 79–88. doi:10.2140/involve.2009.2.79. ISSN 1944-4176. Archived from the original on 2020-06-12. Retrieved 2021-05-22.
  8. ^ Abstract Algebra/Shear and Slope at Wikibooks