REVISION SUMMARY: Some Applications of Trigonometry (NCERT Class 10)
1. Chapter at a Glance
- The line of sight is drawn from the eye of an observer to the point viewed on the object.
- Angle of elevation is formed by the line of sight with the horizontal when the object is above eye level (observer raises head).
- Angle of depression is formed by the line of sight with the horizontal when the object is below eye level (observer lowers head).
- Heights and distances are found by drawing right triangles and applying trigonometric ratios (mainly tan, sin, cot) to the angle of elevation or depression.
- In all cases, the observer’s height is added or subtracted when the line of sight does not start from ground level.
- Problems may involve one angle, two different angles from the same point, or changing angles (e.g., shadows at 30° and 60°).
- The method always requires drawing a labelled diagram showing the line of sight, horizontal, and right angle before choosing the ratio.
- The chapter uses only the definitions of line of sight, elevation and depression together with standard trigonometric ratios in right triangles.
2. Definitions, Theorems and Results
- Line of sight: “the line drawn from the eye of an observer to the point in the object viewed by the observer.”
- Angle of elevation: “the angle formed by the line of sight with the horizontal when the point being viewed is above the horizontal level.”
- Angle of depression: “the angle formed by the line of sight with the horizontal when the point is below the horizontal level.”
- No theorems, lemmas or axioms are stated in the chapter. No proofs are required in the examination.
3. Formula Sheet
| Ratio |
Expression |
Meaning of symbols |
| tan θ |
opposite / adjacent |
θ = angle of elevation or depression; opposite = vertical height difference; adjacent = horizontal distance |
| sin θ |
opposite / hypotenuse |
Used when ladder length (hypotenuse) is required |
| cot θ |
adjacent / opposite |
Equivalent to 1/tan θ; useful when distance from foot is needed |
All other ratios (cos, sec, cosec) are not used in the chapter examples.
4. Solved-Example Patterns
-
Single angle of elevation from ground level
Draw right triangle with angle at observation point; apply tan θ = height/distance; solve for required height or distance.
-
Angle of elevation with observer’s height given
Subtract observer height from total height to get the vertical side opposite the angle; apply tan; add observer height back if total height is asked.
-
Ladder or line inclined at given angle (sin or cot)
Identify hypotenuse or adjacent side; choose sin θ or cot θ accordingly; calculate length and foot distance separately.
-
Two angles of elevation from same point (flagstaff/building)
First solve the known lower triangle for horizontal distance; then form second triangle with total height and same base; solve simultaneously.
-
Shadow lengths at two different solar altitudes (30° & 60°)
Let shadow at 60° be x; at 30° be x + 40 (or given difference). Write two tan equations, substitute and solve the linear equation for height.
-
Angles of depression from top of one building to top and bottom of another
Use alternate angles to convert depressions into angles of elevation in the lower triangles; equate the common horizontal distance and solve.
-
Width of river or canal using angles of depression from a point above
Form two right triangles on opposite sides of the point; apply tan on each; add the two base segments.
5. Common Mistakes and Exam Pitfalls
- Forgetting to add or subtract the observer’s/pedestal height, leading to incorrect vertical side.
- Confusing angle of elevation with angle of depression or drawing the angle on the wrong side of the horizontal.
- Choosing the wrong trigonometric ratio (e.g., using sin when tan is required).
- Not converting given approximate values (√3 ≈ 1.732) correctly or omitting units (m).
- Assuming the horizontal distance is the same in both triangles when it is not (e.g., different points of observation).
- Missing the “exactly behind” or “opposite sides” condition when two ships or two banks are involved.
- Omitting the diagram or failing to mark right angles and alternate angles formed by parallel lines.