Grade 10 Mathematics Study Guide: Geometric Transformations, Laws of Sines and Cosines, and Bearings

Geometric Transformations: Translation, Reflection, and Rotation

  • Rigid Transformations Overview

    • Rigid transformations alter the position or orientation of a geometric figure on a coordinate plane without changing its shape or size.
    • The three fundamental types of rigid transformations are translation, reflection, and rotation.
  • Translation (Activity No. 3, Part 1 - Mr. Joselito G. Colo)

    • Definition: A translation shifts every point of a geometric figure by the same distance in a specified direction.
    • General Coordinate Mapping Rule:
      • (x,y)(x+h,y+k)(x, y) \rightarrow (x + h, y + k)
      • Horizontal shift: hh units
      • Vertical shift: kk units
    • Problem Specification:
      • Find the image of quadrilateral RULE\text{RULE} under the translation rule (x,y)(x3,y+4)(x, y) \rightarrow (x - 3, y + 4).
    • Original Vertices of Quadrilateral RULE\text{RULE}:
      • R(1,1)R(-1, -1)
      • U(3,1)U(3, 1)
      • L(3,3)L(3, -3)
      • E(1,3)E(-1, -3)
    • Step-by-Step Coordinate Transformations for Image RULER'U'L'E':
      • Vertex RR':
        • x=13=4x' = -1 - 3 = -4
        • y=1+4=3y' = -1 + 4 = 3
        • R(4,3)R'(-4, 3)
      • Vertex UU':
        • x=33=0x' = 3 - 3 = 0
        • y=1+4=5y' = 1 + 4 = 5
        • U(0,5)U'(0, 5)
      • Vertex LL':
        • x=33=0x' = 3 - 3 = 0
        • y=3+4=1y' = -3 + 4 = 1
        • L(0,1)L'(0, 1)
      • Vertex EE':
        • x=13=4x' = -1 - 3 = -4
        • y=3+4=1y' = -3 + 4 = 1
        • E(4,1)E'(-4, 1)
    • Graphing Directive:
      • Plot quadrilateral RULE\text{RULE} with vertices R(1,1)R(-1, -1), U(3,1)U(3, 1), L(3,3)L(3, -3), and E(1,3)E(-1, -3).
      • Plot the translated image quadrilateral RULER'U'L'E' with vertices R(4,3)R'(-4, 3), U(0,5)U'(0, 5), L(0,1)L'(0, 1), and E(4,1)E'(-4, 1).
  • Reflection (Activity No. 3, Part 2 - Mr. Joselito G. Colo)

    • Definition: A reflection flips a figure across a specified line of reflection, creating a mirror image.
    • Original Figure:
      • Triangle ΔERA\Delta ERA with vertices E(2,6)E(2, 6), R(4,7)R(4, 7), and A(3,3)A(3, 3).
    • Part 2a: Reflection Across the y-axis
      • Coordinate Mapping Rule: (x,y)(x,y)(x, y) \rightarrow (-x, y)
      • Reflected Vertices (ΔERA\Delta E'R'A'):
        • E(2,6)E'(-2, 6)
        • R(4,7)R'(-4, 7)
        • A(3,3)A'(-3, 3)
    • Part 2b: Reflection Across the x-axis
      • Coordinate Mapping Rule: (x,y)(x,y)(x, y) \rightarrow (x, -y)
      • Reflected Vertices (ΔERA\Delta E''R''A''):
        • E(2,6)E''(2, -6)
        • R(4,7)R''(4, -7)
        • A(3,3)A''(3, -3)
    • Graphing Directive:
      • Draw original triangle ΔERA\Delta ERA and its reflection images ΔERA\Delta E'R'A' across both the y-axis and x-axis on the coordinate plane.
  • Rotation (Activity No. 3, Part 3 - Mr. Joselito G. Colo)

    • Definition: A rotation turns a figure through a specified angle around a fixed center point CC
    • Problem Specification:
      • Draw the image of each given geometric figure for a 120120^\circ rotation counterclockwise about center point CC
    • Figures to Rotate:
      • Point PP: Rotate 120120^\circ about point CC to obtain point PP'
      • Line segment ABAB: Rotate 120120^\circ about point CC to obtain segment ABA'B'
      • Triangle ΔPQR\Delta PQR: Rotate 120120^\circ about point CC to obtain triangle ΔPQR\Delta P'Q'R'

Laws of Sines and Cosines for Oblique Triangles

  • The Law of Sines

    • Formula:
      • asin(A)=bsin(B)=csin(C)\frac{a}{\sin(A)} = \frac{b}{\sin(B)} = \frac{c}{\sin(C)}
    • Applicability: Used to solve oblique (non-right) triangles when given:
      • Angle-Angle-Side (AAS\text{AAS}
      • Angle-Side-Angle (ASA\text{ASA}
      • Side-Side-Angle (SSA\text{SSA}
    • Triangle Angle Sum Theorem:
      • A+B+C=180\angle A + \angle B + \angle C = 180^\circ
  • Fully Worked Example 1: Solving an Oblique Triangle

    • Given:
      • A=59.1\angle A = 59.1^\circ
      • C=45.1\angle C = 45.1^\circ
      • b=11.5inb = 11.5\,\text{in}
    • Required:
      • B\angle B
      • Side aa
      • Side cc
    • Solution Procedure:
      • Step 1: Solve for B\angle B
        • B=180(A+C)\angle B = 180^\circ - (\angle A + \angle C)
        • B=180(59.1+45.1)\angle B = 180^\circ - (59.1^\circ + 45.1^\circ)
        • B=180104.2\angle B = 180^\circ - 104.2^\circ
        • B=75.8\angle B = 75.8^\circ
      • Step 2: Solve for side aa using Law of Sines
        • asin(A)=bsin(B)\frac{a}{\sin(A)} = \frac{b}{\sin(B)}
        • asin(59.1)=11.5sin(75.8)\frac{a}{\sin(59.1^\circ)} = \frac{11.5}{\sin(75.8^\circ)}
        • a=11.5×sin(59.1)sin(75.8)a = \frac{11.5 \times \sin(59.1^\circ)}{\sin(75.8^\circ)}
        • a=10.18ina = 10.18\,\text{in}
      • Step 3: Solve for side cc using Law of Sines
        • csin(C)=bsin(B)\frac{c}{\sin(C)} = \frac{b}{\sin(B)}
        • csin(45.1)=11.5sin(75.8)\frac{c}{\sin(45.1^\circ)} = \frac{11.5}{\sin(75.8^\circ)}
        • c=11.5×sin(45.1)sin(75.8)c = \frac{11.5 \times \sin(45.1^\circ)}{\sin(75.8^\circ)}
        • c=8.40inc = 8.40\,\text{in}
  • Fully Worked Example 2: AAS Triangle Case

    • Given:
      • In ΔABC\Delta ABC: A=63\angle A = 63^\circ, B=79\angle B = 79^\circ, a=12ina = 12\,\text{in}
    • Classification: This case is an example of AAS\text{AAS} (Angle-Angle-Side).
    • Required:
      • Measure of third angle C\angle C
      • Length of side bb
      • Length of side cc
    • Solution Procedure:
      • Step 1: Solve for C\angle C
        • C=180(A+B)\angle C = 180^\circ - (\angle A + \angle B)
        • C=180(63+79)\angle C = 180^\circ - (63^\circ + 79^\circ)
        • C=180142\angle C = 180^\circ - 142^\circ
        • C=38\angle C = 38^\circ
      • Step 2: Solve for side bb using Law of Sines
        • bsin(B)=asin(A)\frac{b}{\sin(B)} = \frac{a}{\sin(A)}
        • bsin(79)=12sin(63)\frac{b}{\sin(79^\circ)} = \frac{12}{\sin(63^\circ)}
        • b=12×sin(79)sin(63)b = \frac{12 \times \sin(79^\circ)}{\sin(63^\circ)}
        • b=13.22inb = 13.22\,\text{in}
  • The Law of Cosines

    • Formulas for Side Lengths:
      • a2=b2+c22×b×c×cos(A)a^2 = b^2 + c^2 - 2 \times b \times c \times \cos(A)
      • b2=a2+c22×a×c×cos(B)b^2 = a^2 + c^2 - 2 \times a \times c \times \cos(B)
      • c2=a2+b22×a×b×cos(C)c^2 = a^2 + b^2 - 2 \times a \times b \times \cos(C)
    • Formulas for Angles:
      • cos(A)=b2+c2a22×b×c\cos(A) = \frac{b^2 + c^2 - a^2}{2 \times b \times c}
      • cos(B)=a2+c2b22×a×c\cos(B) = \frac{a^2 + c^2 - b^2}{2 \times a \times c}
      • cos(C)=a2+b2c22×a×b\cos(C) = \frac{a^2 + b^2 - c^2}{2 \times a \times b}
    • Applicability: Used when given:
      • Side-Angle-Side (SAS\text{SAS}
      • Side-Side-Side (SSS\text{SSS}
  • Three-Figure True Bearings

    • Measurement Standard: Bearings are measured clockwise from True North (00^\circ or 360360^\circ).
    • Cardinal Compass Directions:
      • North (N\text{N}): 000000^\circ or 360360^\circ
      • East (E\text{E}): 090090^\circ
      • South (S\text{S}): 180180^\circ
      • West (W\text{W}): 270270^\circ
  • Quadrant Bearings

    • Notation Format: Written as N/SθE/W\text{N/S}\,\theta\,\text{E/W}, where θ\theta is an angle between 00^\circ and 9090^\circ
    • Conversion Rules from True Bearings:
      • Range 000090000^\circ - 090^\circ (Quadrant 1): NθE\text{N}\,\theta\,\text{E}
      • Range 090180090^\circ - 180^\circ (Quadrant 2): S(180θ)E\text{S}\,(180^\circ - \theta)\,\text{E}
      • Range 180270180^\circ - 270^\circ (Quadrant 3): S(θ180)W\text{S}\,(\theta - 180^\circ)\,\text{W}
      • Range 270360270^\circ - 360^\circ (Quadrant 4): N(360θ)W\text{N}\,(360^\circ - \theta)\,\text{W}
    • Standard Quadrant Bearing Examples:
      • 1. Point AA from OO: Angle 4040^\circ West of North N40W\rightarrow \text{N}\,40^\circ\,\text{W}
      • 2. Point BB from OO: Angle 3535^\circ East of North N35E\rightarrow \text{N}\,35^\circ\,\text{E}
      • 3. Point CC from OO: Angle 7373^\circ West of South S73W\rightarrow \text{S}\,73^\circ\,\text{W}
      • 4. Point DD from OO: True bearing 126126^\circ. Angle from South: 180126=54S54E180^\circ - 126^\circ = 54^\circ \rightarrow \text{S}\,54^\circ\,\text{E}

Grade 10 Mathematics Activity Sheet - Complete Solutions

  • Part I: Law of Sines Problems

    • Problem 1:
      • Given: In ΔABC\Delta ABC, A=42\angle A = 42^\circ, B=68\angle B = 68^\circ, side a=12cma = 12\,\text{cm}.
      • Required: Find side bb
      • Calculation:bsin(68)=12sin(42)\frac{b}{\sin(68^\circ)} = \frac{12}{\sin(42^\circ)}b = \frac{12 \times \sin(68^\circ)}{\sin(42^\circ)}b=12×0.92720.6691b = \frac{12 \times 0.9272}{0.6691}b \approx 16.63\,\text{cm}\n * **Problem 2:**\n * *Given:* A triangle has \angle A = 35^\circ,,a = 18\,\text{m},,b = 25\,\text{m}.\n * *Required:* Find \angle B\n * *Calculation:*\frac{\sin(B)}{25} = \frac{\sin(35^\circ)}{18}sin(B)=25×sin(35)18\sin(B) = \frac{25 \times \sin(35^\circ)}{18}\sin(B) = \frac{25 \times 0.5736}{18}sin(B)0.7966\sin(B) \approx 0.7966\angle B = \arcsin(0.7966) \approx 52.80^\circ\n * **Problem 3:**\n * *Given:* A surveyor measures two angles of a triangular field: \angle A = 50^\circ,,\angle B = 60^\circ,side, sidea = 45\,\text{m}.\n * *Required:* Find side b\n * *Calculation:*\frac{b}{\sin(60^\circ)} = \frac{45}{\sin(50^\circ)}b=45×sin(60)sin(50)b = \frac{45 \times \sin(60^\circ)}{\sin(50^\circ)}b = \frac{45 \times 0.8660}{0.7660}b50.87mb \approx 50.87\,\text{m}
    • Problem 4:
      • Given: A tree casts a shadow forming a triangle with A=40\angle A = 40^\circ, B=85\angle B = 85^\circ, side b=30mb = 30\,\text{m}.
      • Required: Find side aa
      • Calculation:asin(40)=30sin(85)\frac{a}{\sin(40^\circ)} = \frac{30}{\sin(85^\circ)}a = \frac{30 \times \sin(40^\circ)}{\sin(85^\circ)}a=30×0.64280.9962a = \frac{30 \times 0.6428}{0.9962}a \approx 19.36\,\text{m}\n * **Problem 5:**\n * *Given:* A rescue tower observes two boats with a = 18\,\text{km},,\angle A = 45^\circ,,\angle B = 70^\circ.\n * *Required:* Find side b\n * *Calculation:*\frac{b}{\sin(70^\circ)} = \frac{18}{\sin(45^\circ)}b=18×sin(70)sin(45)b = \frac{18 \times \sin(70^\circ)}{\sin(45^\circ)}b = \frac{18 \times 0.9397}{0.7071}b23.92kmb \approx 23.92\,\text{km}
  • Part II: Law of Cosines Problems

    • Problem 6:
      • Given: a=8cma = 8\,\text{cm}, b=12cmb = 12\,\text{cm}, C=60\angle C = 60^\circ
      • Required: Find side cc
      • Calculation:c2=a2+b22×a×b×cos(C)c^2 = a^2 + b^2 - 2 \times a \times b \times \cos(C)c^2 = 8^2 + 12^2 - 2 \times 8 \times 12 \times \cos(60^\circ)c2=64+144192×0.5c^2 = 64 + 144 - 192 \times 0.5c^2 = 208 - 96 = 112c=11210.58cmc = \sqrt{112} \approx 10.58\,\text{cm}
    • Problem 7:
      • Given: b=14mb = 14\,\text{m}, c=18mc = 18\,\text{m}, A=70\angle A = 70^\circ
      • Required: Find side aa
      • Calculation:a2=b2+c22×b×c×cos(A)a^2 = b^2 + c^2 - 2 \times b \times c \times \cos(A)a^2 = 14^2 + 18^2 - 2 \times 14 \times 18 \times \cos(70^\circ)a2=196+324504×0.3420a^2 = 196 + 324 - 504 \times 0.3420a^2 = 520 - 172.38 = 347.62a=347.6218.64ma = \sqrt{347.62} \approx 18.64\,\text{m}
    • Problem 8:
      • Given: A triangular park has sides 12m12\,\text{m}, 15m15\,\text{m}, and 18m18\,\text{m}.
      • Required: Find the largest angle.
      • Calculation: The largest angle lies opposite the longest side (c=18mc = 18\,\text{m}).cos(C)=a2+b2c22×a×b\cos(C) = \frac{a^2 + b^2 - c^2}{2 \times a \times b}\cos(C) = \frac{12^2 + 15^2 - 18^2}{2 \times 12 \times 15}cos(C)=144+225324360\cos(C) = \frac{144 + 225 - 324}{360}\cos(C) = \frac{45}{360} = 0.125C=arccos(0.125)82.82\angle C = \arccos(0.125) \approx 82.82^\circ
    • Problem 9:
      • Given: Two roads meet at an angle of 9595^\circ. One road is 8km8\,\text{km} long, the other is 11km11\,\text{km} long.
      • Required: Find the distance between their endpoints.
      • Calculation:d2=82+1122×8×11×cos(95)d^2 = 8^2 + 11^2 - 2 \times 8 \times 11 \times \cos(95^\circ)d^2 = 64 + 121 - 176 \times (-0.08716)d2=185+15.34=200.34d^2 = 185 + 15.34 = 200.34d = \sqrt{200.34} \approx 14.15\,\text{km}\n * **Problem 10:**\n * *Given:* A surveyor measures two sides of a lot: 35\,\text{m}andand42\,\text{m},withanincludedangleof, with an included angle of58^\circ\n * *Required:* Find the third side.\n * *Calculation:*x^2 = 35^2 + 42^2 - 2 \times 35 \times 42 \times \cos(58^\circ)x2=1225+17642940×0.5299x^2 = 1225 + 1764 - 2940 \times 0.5299x^2 = 2989 - 1557.96 = 1431.04x=1431.0437.83mx = \sqrt{1431.04} \approx 37.83\,\text{m}
  • Part III: Bearings and Navigation Problems

    • Problem 11:
      • Given: A boat travels 15km15\,\text{km} on a bearing of 060060^\circ
      • Required: Draw the bearing and determine its direction as a quadrant bearing.
      • Calculation / Expressed Value: True Bearing: 060060^\circ
      • Quadrant Bearing: N60E\text{N}\,60^\circ\,\text{E}
      • Distance: 15km15\,\text{km}
    • Problem 12:
      • Given: An airplane flies 40km40\,\text{km} on a bearing of 140140^\circ
      • Required: Express the bearing as a quadrant bearing.
      • Calculation:θ=180140=40\theta = 180^\circ - 140^\circ = 40^\circ
      • Quadrant Bearing: S40E\text{S}\,40^\circ\,\text{E}
      • Distance: 40km40\,\text{km}
    • Problem 13:
      • Given: A ship sails 20km20\,\text{km} due North, then 15km15\,\text{km} on a bearing of 070070^\circ
      • Required: Find its approximate distance from the starting point.
      • Calculation: The interior angle of the triangle formed at the point of turn is 18070=110180^\circ - 70^\circ = 110^\circ.d2=202+1522×20×15×cos(110)d^2 = 20^2 + 15^2 - 2 \times 20 \times 15 \times \cos(110^\circ)d^2 = 400 + 225 - 600 \times (-0.3420)d2=625+205.21=830.21d^2 = 625 + 205.21 = 830.21d = \sqrt{830.21} \approx 28.81\,\text{km}\n * **Problem 14:**\n * *Given:* A hiker walks 10\,\text{km}East,thenEast, then8\,\text{km}onabearingofon a bearing of330^\circ\n * *Required:* Find the distance from the starting point.\n * *Calculation:* East direction corresponds to bearing 090^\circ.Theinterioranglebetweenthetwovectorsinthetriangleis. The interior angle between the two vectors in the triangle is60^\circ..d^2 = 10^2 + 8^2 - 2 \times 10 \times 8 \times \cos(60^\circ)d2=100+64160×0.5d^2 = 100 + 64 - 160 \times 0.5d^2 = 164 - 80 = 84d=849.17kmd = \sqrt{84} \approx 9.17\,\text{km}
    • Problem 15:
      • Given: A lighthouse is located 18km18\,\text{km} from a ship on a bearing of 120120^\circ. Another ship is 25km25\,\text{km} away on a bearing of 165165^\circ
      • Required: Find the distance between the two ships.
      • Calculation: The angle between the two bearing lines from the lighthouse is 165120=45165^\circ - 120^\circ = 45^\circ.d2=182+2522×18×25×cos(45)d^2 = 18^2 + 25^2 - 2 \times 18 \times 25 \times \cos(45^\circ)d^2 = 324 + 625 - 900 \times 0.7071d2=949636.40=312.60d^2 = 949 - 636.40 = 312.60d = \sqrt{312.60} \approx 17.68\,\text{km}$$