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Cheat SheetCELE · Engineering Mathematics

CELE Engineering Mathematics — Analytic GeometryCheat Sheet

Everything worth memorising from Analytic Geometry, condensed for CELE reviewers.

Super Tutor's review for GELE (as “Mathematics”) uses these same chapters, so they live here in the CELE section.

Analytic Geometry - Cheat Sheet

Your last-minute reference for points, lines, distances, and conic sections. Master coordinate geometry, line equations, and conic identification in 30 minutes.

Points and Distance

Formulas

d = √[(x₂ - x₁)² + (y₂ - y₁)²]

Meaning

d = distance between two points; (x₁,y₁) and (x₂,y₂) are point coordinates

Watch out

Square BOTH differences before adding; forgetting the square root is a common trap

When to use

Always the first step when comparing two points; essential for surveying and layout calculations

Midpoint = ((x₁ + x₂)/2, (y₁ + y₂)/2)

Meaning

Coordinates of the point exactly halfway between two given points

Watch out

This is not the average of distances — it's the average of coordinates separately

When to use

Finding perpendicular bisectors, center of a segment, or symmetric points

Important facts

  • Origin is (0, 0)
  • Distance is always positive; it's a scalar
  • Points on the x-axis have y = 0; on y-axis have x = 0
  • Distance formula is derived from Pythagorean theorem

Key definitions

Coordinate system

Example

Point (3, 5) is 3 units right and 5 units up from origin (0, 0)

A system using ordered pairs (x, y) to locate points on a plane, with x-axis horizontal and y-axis vertical.

Quadrants

Example

Point (−2, 3) is in Quadrant II

Four regions: I (+,+), II (−,+), III (−,−), IV (+,−)

Diagrams to know

  • Coordinate plane with four quadrants labeled
  • Two points and distance calculation illustrated
  • Midpoint dividing a segment into two equal parts

Slope and Line Equations

Formulas

m = (y₂ - y₁)/(x₂ - x₁) = Δy/Δx

Meaning

m = slope (steepness); Δy = vertical change; Δx = horizontal change

Watch out

Undefined when x₂ = x₁ (vertical line); zero when y₂ = y₁ (horizontal line). Order matters: (y₂ − y₁)/(x₂ − x₁), not reversed

When to use

Every line problem; the foundation of line equations

Parallel lines: m₁ = m₂

Meaning

Two lines are parallel if and only if their slopes are equal

Watch out

Vertical lines (undefined slope) are parallel to each other, but slope comparison doesn't apply directly

When to use

Identifying or writing equations of parallel lines

Perpendicular lines: m₁ · m₂ = −1

Meaning

Two lines are perpendicular if product of slopes = −1 (slopes are negative reciprocals)

Watch out

The slope is the NEGATIVE reciprocal, not just the reciprocal. If m₁ = 2/3, then m₂ = −3/2

When to use

Right angles, perpendicular bisectors, orthogonal structures

y − y₁ = m(x − x₁)

Meaning

Point-slope form: m = slope; (x₁, y₁) = known point on line

Watch out

Must substitute x₁ and y₁ (coordinates), not x and y (variables). Often rearranged to standard form

When to use

When you have a slope and one point; easiest form to start with

y = mx + b

Meaning

Slope-intercept form: m = slope; b = y-intercept (where line crosses y-axis)

Watch out

b is NOT the same as any coordinate; it's where x = 0. Be careful: if line doesn't cross y-axis (vertical), this form doesn't apply

When to use

Graphing or when y-intercept is known; most familiar form

Ax + By + C = 0

Meaning

General/standard form: A, B, C are constants; typically A, B are integers with no common factor

Watch out

Different sources use different sign conventions (±C); always rewrite to standard form for point-to-line distance. Ensure GCD(A,B,C) = 1 for 'standard' form

When to use

Distance calculations, intersections, most formal/exam presentations

Common values

Value

1

Symbol

m

Quantity

45° line slope

Value

1/√3 ≈ 0.577

Symbol

m

Quantity

30° line slope

Value

√3 ≈ 1.732

Symbol

m

Quantity

60° line slope

Important facts

  • Horizontal lines have slope m = 0 and equation y = b
  • Vertical lines have undefined slope and equation x = a
  • Slope is independent of direction (same whether going left-to-right or right-to-left)
  • Two distinct non-vertical lines with equal slope are parallel
  • The line through origin (0,0) has no b term: y = mx

Key definitions

Slope

Example

Slope m = 2 means for every 1 unit right, line rises 2 units

Ratio of vertical rise to horizontal run; measure of steepness and direction of a line.

Y-intercept

Example

Line y = 2x + 3 has y-intercept at (0, 3)

Point where line crosses the y-axis; always of form (0, b).

X-intercept

Example

For y = 2x + 4, set y = 0 → x = −2, so x-intercept is (−2, 0)

Point where line crosses the x-axis; found by setting y = 0.

Diagrams to know

  • Slope triangle showing rise/run
  • Parallel and perpendicular line pairs
  • Line with marked intercepts

Reactions or equations

y − y₁ = m(x − x₁) ⟹ Ax + By + C = 0

Note

Always multiply through to eliminate fractions before converting to general form

Conditions

Convert point-slope to general form by expanding and rearranging

Distance from Point to Line

Formulas

d = |Ax₀ + By₀ + C| / √(A² + B²)

Meaning

d = perpendicular distance; (x₀, y₀) = point coordinates; Ax + By + C = 0 = line equation

Watch out

Line MUST be in form Ax + By + C = 0. Use ABSOLUTE VALUE in numerator (distance is always positive). Denominator is √(A² + B²), NOT √(A + B)

When to use

Finding shortest distance from a point to a line (perpendicular only); structural clearances, offset lines

Distance between parallel lines: d = |C₁ − C₂| / √(A² + B²)

Meaning

Both lines must have form Ax + By + C₁ = 0 and Ax + By + C₂ = 0 (same A and B)

Watch out

Lines must have IDENTICAL A and B coefficients. If slopes are equal but A, B differ, multiply one equation to match first

When to use

Parallel offset in surveying, construction tolerances, spacing calculations

Important facts

  • The perpendicular from a point to a line intersects the line at exactly 90°
  • This is the ONLY distance formula for point-to-line (not arc or diagonal distances)
  • Both point and line must be in the same coordinate system (Cartesian, 2D)
  • The perpendicular line through the point has slope = negative reciprocal of original line's slope

Key definitions

Perpendicular distance

Example

Distance from (3, 4) to line 3x + 4y − 10 = 0 is 3 units

The shortest possible distance from a point to a line, measured along a perpendicular.

Diagrams to know

  • Point and line with perpendicular dropped from point to line
  • Parallel lines with distance marked between them

Circle

Formulas

(x − h)² + (y − k)² = r²

Meaning

(h, k) = center; r = radius; (x, y) = any point on circle

Watch out

Signs: (x − h)² means center is at +h (not −h). Radius is r, NOT r². If given as x² + y² + Dx + Ey + F = 0, complete the square to find center and radius

When to use

Identifying circles, writing circle equations, finding center and radius

Radius r = √(h² + k² − F) after completing square: (x − h)² + (y − k)² = h² + k² − F

Meaning

When circle equation is in general form x² + y² + Dx + Ey + F = 0

Watch out

Complete the square SEPARATELY for x and y terms. The term being subtracted from (x − h)² + (y − k)² expansion gives r². Check r² > 0; if not, there's no real circle

When to use

Converting from expanded form to standard form

Important facts

  • Circle equation is a special case of ellipse (a = b = r)
  • Circle passes through origin (0,0) ⟺ h² + k² = r² (center distance from origin = radius)
  • A circle is completely defined by three non-collinear points
  • Equation x² + y² = r² has center (0, 0) and radius r

Key definitions

Circle

Example

Circle centered at (2, 3) with radius 5 is (x − 2)² + (y − 3)² = 25

Locus of all points equidistant from a fixed point (center); distance is the radius.

Tangent to circle

Example

The radius at tangent point is perpendicular to the tangent line

A line that touches the circle at exactly one point; perpendicular to radius at that point.

Diagrams to know

  • Circle with center (h, k), radius r marked
  • Circle passing through three given points (circumcircle concept)
  • Tangent line perpendicular to radius

Reactions or equations

x² + y² + Dx + Ey + F = 0 ⟹ (x + D/2)² + (y + E/2)² = (D² + E² − 4F)/4

Note

If D² + E² − 4F ≤ 0, the equation has no real solution (point or no locus)

Conditions

Complete the square for both variables; center is (−D/2, −E/2); radius² = (D² + E² − 4F)/4

Parabola

Formulas

(y − k)² = 4a(x − h) [opens horizontally]

Meaning

(h, k) = vertex; a = focal distance from vertex; focus at (h+a, k); directrix x = h−a

Watch out

The 4a is the COMPLETE coefficient (not just a). If a > 0, opens right; if a < 0, opens left. Directrix is a VERTICAL line

When to use

Parabolas with horizontal axis; surveying sight lines, cable curves

(x − h)² = 4a(y − k) [opens vertically]

Meaning

(h, k) = vertex; a = focal distance; focus at (h, k+a); directrix y = k−a

Watch out

If a > 0, opens upward; a < 0, opens downward. Directrix is a HORIZONTAL line. Ensure you identify which orientation is asked

When to use

Parabolas with vertical axis; common in projectile motion, reflector dishes

Distance from any point on parabola to focus = distance to directrix

Meaning

Defining property: point P on parabola ⟹ |PF| = |PD| where F = focus, D = directrix

Watch out

This is the DEFINITION; use it to verify or derive parabola equations, not as a formula for calculation alone

When to use

Verifying points on parabola, constructing parabola geometrically

Important facts

  • Parabola equation: y² = 4ax has vertex (0,0), focus (a,0), directrix x = −a
  • Parabola equation: x² = 4ay has vertex (0,0), focus (0,a), directrix y = −a
  • Focal chord (chord through focus) has length ≥ 4a (minimum = latus rectum = 4a, perpendicular to axis)
  • Parabola eccentricity e = 1 (always)

Key definitions

Vertex

Example

Parabola y² = 8x has vertex (0, 0), focus (2, 0), directrix x = −2

The turning point of the parabola; midpoint between focus and directrix.

Focus

Example

For (y − k)² = 4a(x − h), focus is at (h + a, k)

Fixed point on the axis of symmetry; distance a from vertex.

Directrix

Example

For (y − k)² = 4a(x − h), directrix is x = h − a

Fixed line perpendicular to axis of symmetry; distance a from vertex on opposite side of focus.

Axis of symmetry

Example

For (x − h)² = 4a(y − k), axis is vertical line x = h

Line through vertex and focus; parabola is symmetric about this axis.

Diagrams to know

  • Parabola with vertex, focus, directrix, and axis of symmetry labeled
  • Horizontal and vertical parabola orientations side-by-side
  • Focal chord (latus rectum) drawn perpendicular to axis

Reactions or equations

(y − k)² = 4a(x − h) ⟹ vertex (h,k), focus (h+a,k), directrix x=h−a

Note

Coefficient 4a is critical: if given (y−k)² = 8(x−h), then 4a = 8 ⟹ a = 2

Conditions

Horizontal opening; a is the signed focal distance

Ellipse

Formulas

(x − h)²/a² + (y − k)²/b² = 1 [a > b, major axis horizontal]

Meaning

(h, k) = center; a = semi-major axis; b = semi-minor axis; c² = a² − b²; c = focal distance

Watch out

ALWAYS a > b (major denominator is larger). Foci are at (h±c, k), NOT (h, k±c). c² = a² − b² (subtract, NOT add)

When to use

Ellipses with horizontal major axis

(x − h)²/b² + (y − k)²/a² = 1 [a > b, major axis vertical]

Meaning

(h, k) = center; a = semi-major axis (vertical); b = semi-minor axis (horizontal); c² = a² − b²

Watch out

Now the larger denominator is under (y−k)². Foci still satisfy c² = a² − b² and are at (h, k±c)

When to use

Ellipses with vertical major axis

Eccentricity e = c/a where 0 < e < 1

Meaning

e measures how 'stretched' ellipse is; e = 0 is circle, e → 1 is very elongated

Watch out

Always 0 < e < 1 for ellipse (never 0 or 1). e = c/a (NOT c/b). As b → a (circle), e → 0

When to use

Comparing ellipses, orbital mechanics (elliptical orbits)

Important facts

  • Sum of distances from any point on ellipse to both foci is always 2a (constant)
  • Ellipse is symmetric about both major and minor axes
  • If a = b, ellipse becomes a circle with c = 0 and e = 0
  • For x²/a² + y²/b² = 1 with a > b: major axis is horizontal, foci on x-axis
  • Vertices are endpoints of axes: (±a, 0) on major, (0, ±b) on minor (for standard horizontal ellipse)

Key definitions

Ellipse

Example

Ellipse x²/25 + y²/9 = 1 has semi-major axis a=5, semi-minor axis b=3, foci at (±4, 0)

Locus of points where sum of distances to two fixed points (foci) is constant = 2a.

Major axis

Example

For x²/25 + y²/9 = 1, major axis is horizontal with length 2(5) = 10

Longest diameter through both foci; length = 2a.

Minor axis

Example

For x²/25 + y²/9 = 1, minor axis is vertical with length 2(3) = 6

Shortest diameter perpendicular to major axis; length = 2b.

Foci

Example

Ellipse x²/25 + y²/9 = 1: c² = 25 − 9 = 16 ⟹ c = 4, foci at (±4, 0)

Two fixed points on the major axis at distance c from center, where c² = a² − b².

Diagrams to know

  • Ellipse with center, vertices, foci, major and minor axes all labeled
  • Two focal points with sum-of-distances property illustrated
  • Horizontal and vertical ellipse orientations compared

Reactions or equations

c² = a² − b² (for ellipse)

Note

Always c < a because b² > 0; thus a² − b² < a²

Conditions

SUBTRACT (unlike hyperbola which adds); c is focal distance from center

Hyperbola

Formulas

(x − h)²/a² − (y − k)²/b² = 1 [opens horizontally]

Meaning

(h, k) = center; a = semi-major (real) axis; b = semi-minor (imaginary) axis; c² = a² + b² (ADDITION)

Watch out

c² = a² + b² (ADD, NOT subtract). Foci at (h±c, k). The − sign between terms means hyperbola opens left-right, NOT up-down

When to use

Hyperbolas with horizontal transverse axis; asymptotes slope = ±b/a

(y − k)²/a² − (x − h)²/b² = 1 [opens vertically]

Meaning

(h, k) = center; a = semi-transverse (vertical) axis; c² = a² + b²; foci at (h, k±c)

Watch out

Same c² = a² + b² rule. The first term is (y−k)²/a² (opens up-down). Asymptotes are y − k = ±(a/b)(x − h)

When to use

Hyperbolas with vertical transverse axis; asymptotes slope = ±a/b

Eccentricity e = c/a where e > 1

Meaning

For hyperbola, e > 1 always; as e increases, hyperbola opens wider

Watch out

e > 1 for hyperbola (DIFFERENT from ellipse where e < 1). Since c > a, we have e = c/a > 1

When to use

Comparing hyperbolas, identifying conic type

Asymptotes for (x−h)²/a² − (y−k)²/b² = 1: y − k = ±(b/a)(x − h)

Meaning

Lines that the hyperbola branches approach but never touch

Watch out

For horizontal hyperbola, slope = b/a. For vertical hyperbola, slope = a/b (REVERSED). The asymptotes pass through center (h, k)

When to use

Sketching hyperbola; identifying direction and spread

Important facts

  • Hyperbola has TWO separate branches (unlike ellipse)
  • Difference of distances from any point to both foci is always 2a (constant)
  • Hyperbola is symmetric about both transverse and conjugate axes
  • Vertices are the closest points to center: (±a, 0) for horizontal, (0, ±a) for vertical
  • c² = a² + b² (ADDITION, opposite of ellipse)
  • If a = b, hyperbola is rectangular/equilateral with e = √2

Key definitions

Hyperbola

Example

x²/9 − y²/16 = 1 has semi-real axis a=3, semi-imaginary axis b=4, foci at (±5, 0)

Locus of points where DIFFERENCE of distances to two fixed points (foci) is constant = 2a.

Transverse axis

Example

For x²/a² − y²/b² = 1, transverse axis is horizontal

The axis connecting the two branches (through both vertices and foci); length = 2a.

Conjugate axis

Example

For x²/a² − y²/b² = 1, conjugate axis is vertical

The axis perpendicular to transverse axis, through center; length = 2b (imaginary).

Asymptote

Example

Hyperbola x²/9 − y²/4 = 1 has asymptotes y = ±(2/3)x

A line that the hyperbola curve approaches infinitely but never touches.

Diagrams to know

  • Hyperbola with two branches, center, vertices, foci, transverse/conjugate axes, asymptotes
  • Horizontal and vertical hyperbola branches illustrated
  • Asymptotes forming an X through the center

Reactions or equations

c² = a² + b² (for hyperbola)

Note

Always c > a because b² > 0; thus a² + b² > a²

Conditions

ADD (unlike ellipse which subtracts); c is focal distance from center

Conic Section Identification and Eccentricity

Formulas

e = 0: Circle

Meaning

Eccentricity zero indicates a perfect circle

Watch out

Circle is a degenerate ellipse where a = b; standard form has equal denominators

When to use

Identifying conic from eccentricity value

0 < e < 1: Ellipse

Meaning

Eccentricity between 0 and 1 indicates an ellipse

Watch out

The closer e is to 1, the more elongated the ellipse. c² = a² − b² (subtract)

When to use

Orbital paths, construction, geometric problems

e = 1: Parabola

Meaning

Eccentricity exactly 1; ratio of distance to focus vs directrix is 1

Watch out

Only one focus, no second branch. Focus and directrix define the parabola uniquely

When to use

Identifying parabola; trajectory problems

e > 1: Hyperbola

Meaning

Eccentricity greater than 1 indicates a hyperbola

Watch out

Two branches opening away from center. c² = a² + b² (add). As e → ∞, branches become more open

When to use

Identifying hyperbola; asymptotic behavior

Common values

Value

0

Symbol

e

Quantity

Circle eccentricity

Value

0.2 to 0.9

Symbol

e

Quantity

Ellipse eccentricity (typical)

Value

1

Symbol

e

Quantity

Parabola eccentricity

Value

1.5 to 3

Symbol

e

Quantity

Hyperbola eccentricity (typical)

Important facts

  • General conic form: Ax² + Bxy + Cy² + Dx + Ey + F = 0 (B² − 4AC determines type)
  • If B² − 4AC < 0: ellipse (or circle if A = C, B = 0)
  • If B² − 4AC = 0: parabola
  • If B² − 4AC > 0: hyperbola
  • All conics except parabola have two foci; parabola has one focus and directrix
  • Center of conic (h, k) found by completing the square or using −D/2A, −E/2C

Key definitions

Conic section

Example

Cut horizontally = circle; at angle = ellipse; parallel to slant = parabola; through both cones = hyperbola

Curve formed by intersecting a plane with a double cone; includes circle, ellipse, parabola, hyperbola.

Eccentricity

Example

Circle e=0, ellipse e=0.8, parabola e=1, hyperbola e=2

Parameter e = c/a measuring deviation from circle; determines conic type.

Degenerate conic

Example

x² − y² = 0 factors as (x−y)(x+y) = 0, two intersecting lines

Special case: intersecting lines (hyperbola), single line (parabola), point (ellipse), or no real locus.

Diagrams to know

  • All four conic sections (circle, ellipse, parabola, hyperbola) with eccentricity labels
  • Classification flowchart based on B² − 4AC discriminant
  • Cone being cut at various angles to produce each conic

Must remember

  • Distance formula: d = √[(x₂−x₁)² + (y₂−y₁)²] — BOTH differences squared, then summed, then square-rooted. Forgetting the square root is fatal.
  • Perpendicular slopes: m₁ · m₂ = −1 (negative reciprocal, NOT just reciprocal). If m₁ = 2/3, then m₂ = −3/2.
  • Point-to-line distance: d = |Ax₀+By₀+C|/√(A²+B²) — Line MUST be in form Ax+By+C=0; use ABSOLUTE VALUE in numerator; denominator is √(A²+B²) not √(A+B).
  • Parabola: (y−k)² = 4a(x−h) — The coefficient is 4a (as a UNIT), so if given (y−k)² = 8(x−h), then 4a = 8 ⟹ a = 2. Focus is at (h+a, k); directrix is x = h−a.
  • Ellipse vs Hyperbola c-formula: Ellipse c² = a²−b² (SUBTRACT); Hyperbola c² = a²+b² (ADD). This is the #1 confusing point.
  • Ellipse: a is ALWAYS the larger semi-axis (under the larger denominator); foci lie on the major axis. If x denominator > y denominator, major axis is horizontal.
  • Hyperbola: Opens in direction of POSITIVE term. If (x−h)²/a² − (y−k)²/b² = 1, opens horizontally (left-right). If (y−k)²/a² − (x−h)²/b² = 1, opens vertically (up-down).
  • Conic eccentricity: e=0 (circle), 0<e<1 (ellipse), e=1 (parabola), e>1 (hyperbola). Identifies conic type immediately.
  • Line equations: Point-slope y−y₁ = m(x−x₁) is easiest to START with; slope-intercept y = mx+b is for graphing; general Ax+By+C=0 is standard form for distance calculations.
  • Completing the square: x² + Dx ⟹ (x + D/2)² − D²/4. Do this separately for x and y to convert general form to standard form and find center/vertex.

Last minute tips

  • READ THE EQUATION FORM CAREFULLY. An equation written as (x−2)² + (y+3)² = 9 has CENTER (2, −3) [note the sign flip on k], NOT (−2, +3). This sign-flip is a board-exam favorite.
  • When given a general conic Ax² + Bxy + Cy² + Dx + Ey + F = 0, IMMEDIATELY compute B²−4AC to identify the type (< 0 ellipse/circle, = 0 parabola, > 0 hyperbola) before solving anything else.
  • For parallel lines offset problems (common in surveying): Convert both lines to the form Ax + By + C₁ = 0 and Ax + By + C₂ = 0 with IDENTICAL A and B. If they differ, multiply one equation to match. Then distance = |C₁−C₂|/√(A²+B²).
  • Always verify your conic type by checking if the equation makes geometric sense. For example, if you get r² < 0 for a circle, there's NO real circle — you've made an algebra error. Hyperbola with negative a² is impossible.
  • In exam, DRAW a sketch (even rough) of the conic if interpreting real-world problems (cable stays, sight lines, structure offsets). A visual check catches sign errors and incorrect asymptote slopes instantly.

Comparison tables

Ellipse vs Hyperbola — Key Differences

FeatureEllipseHyperbola
Standard form (horizontal)(x−h)²/a² + (y−k)²/b² = 1(x−h)²/a² − (y−k)²/b² = 1
Relationship between a, b, cc² = a² − b² (subtract)c² = a² + b² (add)
Eccentricity e0 < e < 1e > 1
Number of branchesOne closed curveTwo separate branches
Number of fociTwo (inside ellipse on major axis)Two (outside hyperbola on transverse axis)
AsymptotesNoneYes: y − k = ±(b/a)(x − h) [horizontal] or ±(a/b)(x − h) [vertical]
Sum or difference propertySum of distances to foci = 2a (constant)Difference of distances to foci = 2a (constant)
As b → aBecomes more circular (e → 0)Becomes equilateral (e → √2 ≈ 1.414)

Parabola Types — Vertex (0,0) Reference

FormOpensVertexFocusDirectrixAxis
y² = 4ax (a > 0)Right(0, 0)(a, 0)x = −aHorizontal (x-axis)
y² = −4ax (a > 0)Left(0, 0)(−a, 0)x = aHorizontal (x-axis)
x² = 4ay (a > 0)Up(0, 0)(0, a)y = −aVertical (y-axis)
x² = −4ay (a > 0)Down(0, 0)(0, −a)y = aVertical (y-axis)

Conic Identification — General Equation Ax² + Bxy + Cy² + Dx + Ey + F = 0

Conic TypeDiscriminant B² − 4ACCoefficient PatternEccentricity e
CircleB² − 4AC < 0A = C, B = 0e = 0
EllipseB² − 4AC < 0A ≠ C or B ≠ 0, same sign0 < e < 1
ParabolaB² − 4AC = 0One squared term vanishes after completing squaree = 1
HyperbolaB² − 4AC > 0A and C opposite signse > 1

Line Slopes — Common Angles

Angle θSlope m = tan(θ)Example
0°0Horizontal line y = b
30°1/√3 ≈ 0.577Shallow upward line
45°1y = x (diagonal)
60°√3 ≈ 1.732Steep upward line
90°UndefinedVertical line x = a

Diagrams

Analytic Geometry — Concept Hierarchy

Complete hierarchical map of analytic geometry topics showing how points, lines, distances, and conics relate. Use this to navigate the entire chapter and understand topic dependencies.

Conic Type Identification Decision Tree

Step-by-step flowchart to identify any conic from its general equation. Start with the discriminant B²−4AC, then use the decision path to classify. Includes standard form and key properties for each type.

Line Equation Problem-Solving Strategy

Universal flowchart for solving ANY line equation problem. Identifies what you're given, selects the right starting form (point-slope, slope-intercept, or perpendicular/parallel), and guides to the final standard form.

Parabola Problem-Solving Map

Complete parabola solution map covering equation forms, parameter extraction, and point-based construction. Shows how to identify opening direction and find vertex, focus, and directrix.

Ellipse and Hyperbola State — Key Property Transitions

State diagram showing the progression of identifying and analyzing ellipses vs hyperbolas. Traces the decision path from equation form to final properties (c formula, eccentricity, foci location).

PRC Exam Question Distribution — Analytic Geometry

Typical distribution of analytic geometry topics in PRC Civil Engineer Licensure Exam. Line equations and ellipse/circle problems dominate. Use this to prioritize study: spend most time on lines (18%), then circle and ellipse (15% each).

Analytic Geometry is chapter 4 of 10 in the Engineering Mathematics part of Super Tutor's CELE review. The Civil Engineer Licensure Examination is given by Professional Regulation Commission (PRC) — Board of Civil Engineering; its dates, format and passing rules are on the CELE page. See the CELE guide.

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