Class 10 Mathematics Chapter 9 Revision Summary Strictly NCERT

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.

A study aid reviewed by GFIS faculty — always verify with your textbook and teacher.