geometry unit 0


Fundamentals of Point, Line, and Plane
  • Collinear Points: Points are collinear if they lie on the exact same straight line. 180 degrees

  • Coplanar Points/Lines: Points or lines are coplanar if they lie within the same two-dimensional plane.

  • Naming Geometric Figures:

    • Line: Exactly 22 points are required to name a line (for example, line AB↔\overleftrightarrow{AB}).

    • Plane: At least 33 non-collinear points are required to name a plane (for example, plane TLC\text{TLC}), or a single capital script letter.

  • Intersections:

    • Two Lines: Two distinct lines intersect at exactly one Point.

    • Line and Plane: A line and a plane intersect at either a Point (if the line passes through the plane) or a Line (if the line lies completely within the plane).

    • Two Planes: Two distinct planes intersect at a Line.

Geometric Notation and Symbols
  • Point Notation (AA): Represents a specific location in space named by a single capital letter.

  • Line Notation (mm or AG↔\overleftrightarrow{AG}): Represents a line designated by a lowercase script letter or by two points with a double-sided arrow over them.

  • Plane Notation (Plane TLC\text{TLC}): Represents a plane designated by three non-collinear points or a capital script letter.

  • Segment Notation (KR‾\overline{KR}): Represents a line segment connecting endpoints KK and RR.

  • Ray Notation (ME→\overrightarrow{ME}): Represents a ray starting at initial point MM and extending infinitely through point E$.\n- **Distance Notation** (SE):Representsthenumericaldistanceorlengthbetweenpoint): Represents the numerical distance or length between pointSandpointand pointE$.

  • Relational Symbols:

    • Congruence: ≅\cong

    • Perpendicularity: ⊥\perp

    • Parallelism: ∥\parallel

Segment Addition Postulate
  • Postulate Statement: If point BB lies between point AA and point CC on a straight line segment, then the lengths of the smaller segments sum to the total length of the segment:

AB+BC=ACAB + BC = AC

Basic Measurement Problems

  • Problem 9: Given AB=5AB = 5, BC=?BC = ?, and AC=19AC = 19:

    • AB+BC=ACAB + BC = AC

    • 5+BC=195 + BC = 19

    • BC=19−5BC = 19 - 5

    • BC=14BC = 14

  • Problem 10: Given AB=?AB = ?, BC=12.5BC = 12.5, and AC=53.5AC = 53.5:

    • AB+BC=ACAB + BC = AC

    • AB+12.5=53.5AB + 12.5 = 53.5

    • AB=53.5−12.5AB = 53.5 - 12.5

    • AB=41AB = 41

Algebraic Segment Problems

  • Problem 11: Given AB=2xAB = 2x, BC=x−3BC = x - 3, and AC=45AC = 45:

    • AB+BC=ACAB + BC = AC

    • (2x)+(x−3)=45(2x) + (x - 3) = 45

    • 3x−3=453x - 3 = 45

    • 3x=483x = 48

    • x=16x = 16

    • AB=2(16)=32AB = 2(16) = 32

    • BC=16−3=13BC = 16 - 3 = 13

    • AC=32+13=45AC = 32 + 13 = 45

  • Problem 12: Given AB=4AB = 4, BC=3(x−1)BC = 3(x - 1), and AC=7x−15AC = 7x - 15:

    • AB+BC=ACAB + BC = AC

    • 4+3(x−1)=7x−154 + 3(x - 1) = 7x - 15

    • 4+3x−3=7x−154 + 3x - 3 = 7x - 15

    • 3x+1=7x−153x + 1 = 7x - 15

    • 16=4x16 = 4x

    • x=4x = 4

    • BC=3(4−1)=9BC = 3(4 - 1) = 9

    • AC=7(4)−15=13AC = 7(4) - 15 = 13

Angle Addition Postulate
  • Postulate Statement: If point DD lies in the interior of angle ∠ABC\angle ABC, then:

m∠ABD+m∠DBC=m∠ABCm\angle ABD + m\angle DBC = m\angle ABC

  • Angle Bisector Definition: A ray that divides an angle into two congruent adjacent angles.

  • Problem 13: Given straight line DGDG with vertex HH, m∠EHF=61∘m\angle EHF = 61^\circ, and m∠EHG=133∘m\angle EHG = 133^\circ:

    • Finding m∠FHGm\angle FHG:

    • m∠EHF+m∠FHG=m∠EHGm\angle EHF + m\angle FHG = m\angle EHG

    • 61∘+m∠FHG=133∘61^\circ + m\angle FHG = 133^\circ

    • m∠FHG=133∘−61∘=72∘m\angle FHG = 133^\circ - 61^\circ = 72^\circ

    • Finding m∠DHEm\angle DHE:

    • Since points DD, HH, and GG form a straight line, m∠DHG=180∘m\angle DHG = 180^\circ

    • m∠DHE+m∠EHG=180∘m\angle DHE + m\angle EHG = 180^\circ

    • m∠DHE+133∘=180∘m\angle DHE + 133^\circ = 180^\circ

    • m∠DHE=180∘−133∘=47∘m\angle DHE = 180^\circ - 133^\circ = 47^\circ

  • Problem 14: Given m∠PMQ=79∘m\angle PMQ = 79^\circ, m∠QML=3x+12m\angle QML = 3x + 12, and m∠PML=125∘m\angle PML = 125^\circ:

    • m∠PMQ+m∠QML=m∠PMLm\angle PMQ + m\angle QML = m\angle PML

    • 79+(3x+12)=12579 + (3x + 12) = 125

    • 3x+91=1253x + 91 = 125

    • 3x=343x = 34

    • x=343≈11.33x = \frac{34}{3} \approx 11.33

    • m∠QML=3(343)+12=46∘m\angle QML = 3\left(\frac{34}{3}\right) + 12 = 46^\circ

  • Problem 15: Given m∠PMR=3x−23m\angle PMR = 3x - 23, m∠RMQ=4x+6m\angle RMQ = 4x + 6, and m∠PMQ=5x+8m\angle PMQ = 5x + 8:

    • m∠PMR+m∠RMQ=m∠PMQm\angle PMR + m\angle RMQ = m\angle PMQ

    • (3x−23)+(4x+6)=5x+8(3x - 23) + (4x + 6) = 5x + 8

    • 7x−17=5x+87x - 17 = 5x + 8

    • 2x=252x = 25

    • x=12.5x = 12.5

    • m∠PMR=3(12.5)−23=14.5∘m\angle PMR = 3(12.5) - 23 = 14.5^\circ

  • Problem 16: Given that ray MR→\overrightarrow{MR} bisects ∠PMQ\angle PMQ, m∠PMR=2(x−12)m\angle PMR = 2(x - 12), and m∠RMQ=x+11m\angle RMQ = x + 11:

    • By definition of an angle bisector:

    • m∠PMR=m∠RMQm\angle PMR = m\angle RMQ

    • 2(x−12)=x+112(x - 12) = x + 11

    • 2x−24=x+112x - 24 = x + 11

    • x=35x = 35

    • m∠PMR=2(35−12)=46∘m\angle PMR = 2(35 - 12) = 46^\circ

    • m∠RMQ=35+11=46∘m\angle RMQ = 35 + 11 = 46^\circ

    • m∠PMQ=46∘+46∘=92∘m\angle PMQ = 46^\circ + 46^\circ = 92^\circ

Angle Relationships in Intersecting Lines
  • Complementary Angles: Two angles whose measures sum to 90∘90^\circ.

  • Supplementary Angles: Two angles whose measures sum to 180∘180^\circ.

  • Linear Pair: Two adjacent angles whose non-common sides form a straight line (their sum is 180∘180^\circ).

  • Vertical Angles: Two non-adjacent angles formed by two intersecting lines; they are opposite each other and congruent.

Angle Calculation Problems

  • Problem 17: Complementary Pair identification: ∠1\angle 1 and ∠4\angle 4 (or ∠1\angle 1 and ∠5\angle 5).

  • Problem 18: Linear Pair identification: ∠3\angle 3 and ∠4\angle 4 (or ∠2\angle 2 and ∠3\angle 3).

  • Problem 19: Vertical Angle pair: ∠4\angle 4 and ∠2\angle 2.

  • Problem 20: If m∠4=43∘m\angle 4 = 43^\circ, find m∠2m\angle 2:

    • ∠4\angle 4 and ∠2\angle 2 are vertical angles, so m∠2=43∘m\angle 2 = 43^\circ.

  • Problem 21: If m∠2=33∘m\angle 2 = 33^\circ, find m∠5m\angle 5:

    • m∠4=m∠2=33∘m\angle 4 = m\angle 2 = 33^\circ (vertical angles).

    • Since ∠1=90∘\angle 1 = 90^\circ, ∠4\angle 4 and ∠5\angle 5 are complementary:

    • m∠5=90∘−33∘=57∘m\angle 5 = 90^\circ - 33^\circ = 57^\circ.

  • Problem 22: If m∠2=37∘m\angle 2 = 37^\circ, find m∠3m\angle 3:

    • ∠2\angle 2 and ∠3\angle 3 form a linear pair:

    • m∠3=180∘−37∘=143∘m\angle 3 = 180^\circ - 37^\circ = 143^\circ.

Complementary and Supplementary Angle Problems
  • Problem 23: Right angle ∠ABD=90∘\angle ABD = 90^\circ divided by ray BC→\overrightarrow{BC}, with m∠ABC=3x+12m\angle ABC = 3x + 12 and m∠CBD=x−8m\angle CBD = x - 8:

    • (3x+12)+(x−8)=90(3x + 12) + (x - 8) = 90

    • 4x+4=904x + 4 = 90

    • 4x=864x = 86

    • x=21.5x = 21.5

  • Problem 24: If m∠CBD=4xm\angle CBD = 4x, then m∠ABC=90∘−4xm\angle ABC = 90^\circ - 4x.

  • Problem 25: Straight line ADAD with ray BC→\overrightarrow{BC} forming a linear pair. If m∠ABC=119∘m\angle ABC = 119^\circ:

    • m∠ABC+m∠CBD=180∘m\angle ABC + m\angle CBD = 180^\circ

    • m∠CBD=180∘−119∘=61∘m\angle CBD = 180^\circ - 119^\circ = 61^\circ

  • Problem 26: Given m∠ABC=7x−3m\angle ABC = 7x - 3 and m∠CBD=2x+12m\angle CBD = 2x + 12 forming a linear pair:

    • (7x−3)+(2x+12)=180(7x - 3) + (2x + 12) = 180

    • 9x+9=1809x + 9 = 180

    • 9x=1719x = 171

    • x=19x = 19

    • m∠ABC=7(19)−3=130∘m\angle ABC = 7(19) - 3 = 130^\circ

    • m∠CBD=2(19)+12=50∘m\angle CBD = 2(19) + 12 = 50^\circ

Multi-Step Intersecting Line Systems
  • Problem 27: Analyzing intersecting lines at vertex EE:

    • Vertical Angles Relationship: 5x+10=2x+465x + 10 = 2x + 46

    • 3x=363x = 36

    • x=12x = 12

    • Linear Pair Relationship: (8x+14)+(5x+10)=180(8x + 14) + (5x + 10) = 180

    • 13x+24=18013x + 24 = 180

    • 13x=15613x = 156

    • x=12x = 12

    • Calculating Angle Measure:

    • m∠DEF=2(12)+46=70∘m\angle DEF = 2(12) + 46 = 70^\circ

Midpoint and Distance Formulas
  • Midpoint Formula:

M=(x1+x22,y1+y22)M = \left(\frac{x_1 + x_2}{2}, \frac{y_1 + y_2}{2}\right)

  • Problem 28: Find the midpoint between points (3,8)(3, 8) and (−11,4)(-11, 4):

    • M=(3+(−11)2,8+42)M = \left(\frac{3 + (-11)}{2}, \frac{8 + 4}{2}\right)

    • M=(−82,122)M = \left(\frac{-8}{2}, \frac{12}{2}\right)

    • M=(−4,6)M = (-4, 6)

  • Distance Formula:

d=(x2−x1)2+(y2−y1)2d = \sqrt{(x_2 - x_1)^2 + (y_2 - y_1)^2}

  • Problem 29: Given K(0,0)K(0, 0) and E(3,3)E(3, 3), calculate distance KEKE:

    • KE=(3−0)2+(3−0)2KE = \sqrt{(3 - 0)^2 + (3 - 0)^2}

    • KE=32+32KE = \sqrt{3^2 + 3^2}

    • KE=9+9=18=32≈4.24 unitsKE = \sqrt{9 + 9} = \sqrt{18} = 3\sqrt{2} \approx 4.24\,\text{units}