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2.3 Analytic & Solid Geometry

Key Takeaways

  • Straight-line geometry establishes slope relationships (m1=m2m_1 = m_2 for parallel, m1m2=−1m_1 m_2 = -1 for perpendicular) and point-to-line perpendicular distance d=∣Ax1+By1+C∣A2+B2d = \frac{|Ax_1 + By_1 + C|}{\sqrt{A^2 + B^2}}.

  • Conic sections are classified by discriminant B^2 - 4AC (parabola = 0, ellipse < 0, hyperbola > 0) and eccentricity e = c/a (e=0 circle, 0<e<1 ellipse, e=1 parabola, e>1 hyperbola).

  • Polar coordinates (r,θ)(r, \theta) convert to Cartesian via x=rcos⁡θx = r\cos\theta and y=rsin⁡θy = r\sin\theta, facilitating the representation of circular and radial physical systems.

  • Mensuration formulas for 3D polyhedrons, cylinders, cones, and spheres determine volumes, lateral surface areas, and frustum dimensions.

  • Pappus's Centroid Theorems calculate surface areas (S=2πyˉLS = 2\pi \bar{y} L) and volumes (V=2πyˉAV = 2\pi \bar{y} A) of revolution by rotating 2D curves or plane regions about a coplanar non-intersecting axis.

Last updated: August 2026

2.3 Analytic & Solid Geometry

Analytic geometry provides coordinate-based tools for analyzing lines, curves, and spatial surfaces, while solid geometry (mensuration) deals with three-dimensional solids. For the PRC Registered Electrical Engineer (REE) examination, mastery of 2D line and conic equations, polar coordinate transformations, 3D surface areas/volumes, and Pappus's Centroid Theorems is essential.


1. Analytic Geometry of Straight Lines

Basic Coordinate Formulas

For two points P1(x1,y1)P_1(x_1, y_1) and P2(x2,y2)P_2(x_2, y_2):

  • Distance Formula: d=(x2−x1)2+(y2−y1)2d = \sqrt{(x_2 - x_1)^2 + (y_2 - y_1)^2}
  • Midpoint Formula: M=(x1+x22,y1+y22)M = \left(\frac{x_1 + x_2}{2}, \frac{y_1 + y_2}{2}\right)
  • Point of Division (r1:r2r_1 : r_2 ratio): x=r2x1+r1x2r1+r2,y=r2y1+r1y2r1+r2x = \frac{r_2 x_1 + r_1 x_2}{r_1 + r_2}, \quad y = \frac{r_2 y_1 + r_1 y_2}{r_1 + r_2}

Line Slope & Angle Between Lines

The slope mm of a non-vertical line is m=y2−y1x2−x1=tan⁡θm = \frac{y_2 - y_1}{x_2 - x_1} = \tan \theta.

  • Parallel Lines: m1=m2m_1 = m_2
  • Perpendicular Lines: m1⋅m2=−1  ⟹  m2=−1m1m_1 \cdot m_2 = -1 \implies m_2 = -\frac{1}{m_1}
  • Acute Angle ϕ\phi Between Lines: tan⁡ϕ=∣m2−m11+m1m2∣\tan \phi = \left| \frac{m_2 - m_1}{1 + m_1 m_2} \right|

Standard Forms of Line Equations

  1. Slope-Intercept Form: y=mx+by = mx + b
  2. Point-Slope Form: y−y1=m(x−x1)y - y_1 = m(x - x_1)
  3. Intercept Form: xa+yb=1\frac{x}{a} + \frac{y}{b} = 1
  4. General Linear Form: Ax+By+C=0Ax + By + C = 0

Perpendicular Distance from Point (x1,y1)(x_1, y_1) to Line Ax+By+C=0Ax + By + C = 0

d=∣Ax1+By1+C∣A2+B2d = \frac{|A x_1 + B y_1 + C|}{\sqrt{A^2 + B^2}}

2. Conic Sections

The general second-degree equation in two variables is:

Ax2+Bxy+Cy2+Dx+Ey+F=0Ax^2 + Bxy + Cy^2 + Dx + Ey + F = 0

Classification via Discriminant (B2−4ACB^2 - 4AC)

Assuming no degenerate cases:

Discriminant B2−4ACB^2 - 4ACConic TypeEccentricity (ee)
B2−4AC<0B^2 - 4AC < 0Ellipse (Circle if A=C,B=0A = C, B = 0)0≤e<10 \le e < 1 (e=0e = 0 for Circle)
B2−4AC=0B^2 - 4AC = 0Parabolae=1e = 1
B2−4AC>0B^2 - 4AC > 0Hyperbolae>1e > 1

Standard Equations & Geometric Properties

1. Circle

(x−h)2+(y−k)2=r2(x - h)^2 + (y - k)^2 = r^2
  • Center: (h,k)(h, k), Radius: r=h2+k2−Fr = \sqrt{h^2 + k^2 - F} for general form x2+y2+Dx+Ey+F=0x^2 + y^2 + Dx + Ey + F = 0 where h=−D/2h = -D/2, k=−E/2k = -E/2.

2. Parabola

  • Vertical Axis: (x−h)2=4p(y−k)(x - h)^2 = 4p(y - k) (Opens UP if p>0p>0, DOWN if p<0p<0)
  • Horizontal Axis: (y−k)2=4p(x−h)(y - k)^2 = 4p(x - h) (Opens RIGHT if p>0p>0, LEFT if p<0p<0)
  • Focal distance: ∣p∣|p|, Latus Rectum length: L=∣4p∣L = |4p|.

3. Ellipse

(x−h)2a2+(y−k)2b2=1(a>b)\frac{(x - h)^2}{a^2} + \frac{(y - k)^2}{b^2} = 1 \quad (a > b)
  • Foci distance: c=a2−b2c = \sqrt{a^2 - b^2}
  • Eccentricity: e=ca<1e = \frac{c}{a} < 1
  • Latus Rectum length: L=2b2aL = \frac{2b^2}{a}
  • Area of Ellipse: Area=πab\text{Area} = \pi a b

4. Hyperbola

(x−h)2a2−(y−k)2b2=1\frac{(x - h)^2}{a^2} - \frac{(y - k)^2}{b^2} = 1
  • Foci distance: c=a2+b2c = \sqrt{a^2 + b^2}
  • Eccentricity: e=ca>1e = \frac{c}{a} > 1
  • Asymptotes: y−k=±ba(x−h)y - k = \pm \frac{b}{a}(x - h)

3. Polar Coordinate Transformations

Polar coordinates represent a point as (r,θ)(r, \theta), where rr is the radial distance and θ\theta is the polar angle.

Cartesian to Polar: r=x2+y2,θ=arctan⁡(yx)\text{Cartesian to Polar: } r = \sqrt{x^2 + y^2}, \quad \theta = \arctan\left(\frac{y}{x}\right) Polar to Cartesian: x=rcos⁡θ,y=rsin⁡θ\text{Polar to Cartesian: } x = r \cos \theta, \quad y = r \sin \theta

4. Solid Geometry & 3D Mensuration

Common 3D Solids Formulas

SolidVolume (VV)Lateral Surface Area (ALA_L)Total Surface Area (ATA_T)
Right Circular CylinderV=πr2hV = \pi r^2 hAL=2πrhA_L = 2\pi r hAT=2πrh+2πr2A_T = 2\pi r h + 2\pi r^2
Right Circular ConeV=13πr2hV = \frac{1}{3}\pi r^2 hAL=πrLA_L = \pi r L (L=r2+h2L = \sqrt{r^2 + h^2})AT=πrL+πr2A_T = \pi r L + \pi r^2
SphereV=43πr3V = \frac{4}{3}\pi r^3—AT=4πr2A_T = 4\pi r^2
Frustum of ConeV=13πh(r12+r22+r1r2)V = \frac{1}{3}\pi h (r_1^2 + r_2^2 + r_1 r_2)AL=π(r1+r2)LA_L = \pi (r_1 + r_2) LAT=AL+πr12+πr22A_T = A_L + \pi r_1^2 + \pi r_2^2
PyramidV=13AbasehV = \frac{1}{3} A_{\text{base}} h12PbaseL\frac{1}{2} P_{\text{base}} LAL+AbaseA_L + A_{\text{base}}

5. Pappus's Centroid Theorems

Pappus's Theorems provide an elegant way to calculate surface areas and volumes of solids formed by rotating plane figures about a non-intersecting coplanar axis.

First Theorem (Surface Area of Revolution)

Surface Area S=2πyˉL\text{Surface Area } S = 2\pi \bar{y} L

where:

  • LL = length of the generating curve arc.
  • yˉ\bar{y} = distance from the axis of rotation to the centroid of the curve.

Second Theorem (Volume of Revolution)

Volume V=2πyˉA\text{Volume } V = 2\pi \bar{y} A

where:

  • AA = area of the generating plane region.
  • yˉ\bar{y} = distance from the axis of rotation to the centroid of the plane region.

Solved Practice Examples

Example 1: Point-to-Line Distance

Problem: Compute the perpendicular distance from point P(3,−2)P(3, -2) to the line 4x−3y+7=04x - 3y + 7 = 0.

Solution:

  1. Identify coefficients: A=4A = 4, B=−3B = -3, C=7C = 7, x1=3x_1 = 3, y1=−2y_1 = -2.
  2. Apply the distance formula: d=∣Ax1+By1+C∣A2+B2=∣4(3)+(−3)(−2)+7∣42+(−3)2d = \frac{|A x_1 + B y_1 + C|}{\sqrt{A^2 + B^2}} = \frac{|4(3) + (-3)(-2) + 7|}{\sqrt{4^2 + (-3)^2}}
  3. Evaluate numerator and denominator: Numerator=∣12+6+7∣=25\text{Numerator} = |12 + 6 + 7| = 25 Denominator=16+9=25=5\text{Denominator} = \sqrt{16 + 9} = \sqrt{25} = 5 d=255=5 unitsd = \frac{25}{5} = 5\ \text{units}

Example 2: Volume of Solid Torus via Pappus's Second Theorem

Problem: A circle of radius r=3 cmr = 3\ \text{cm} is rotated about an axis located R=10 cmR = 10\ \text{cm} from the center of the circle. Calculate the volume of the resulting solid torus.

Solution:

  1. Identify plane region area AA and centroid distance yˉ\bar{y}: A=πr2=π(3)2=9π cm2A = \pi r^2 = \pi (3)^2 = 9\pi\ \text{cm}^2 yˉ=R=10 cm\bar{y} = R = 10\ \text{cm}
  2. Apply Pappus's Second Theorem: V=2πyˉA=2π(10)(9π)=180π2≈1776.5288 cm3V = 2\pi \bar{y} A = 2\pi (10) (9\pi) = 180\pi^2 \approx 1776.5288\ \text{cm}^3
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Conic Section Classification Flowchart
Test Your Knowledge

What is the perpendicular distance from the point (3,−2)(3, -2) to the line 4x−3y+7=04x - 3y + 7 = 0?

A

3 units

B

4 units

C

5 units

D

7 units

Test Your Knowledge

An ellipse has the equation 9x2+25y2=2259x^2 + 25y^2 = 225. What is its eccentricity ee?

A

0.60

B

0.75

C

0.64

D

0.80

Test Your Knowledge

A circle of radius r=3 cmr = 3\ \text{cm} is rotated about an axis in its plane located R=10 cmR = 10\ \text{cm} from the center of the circle. What is the volume of the solid torus generated?

A

592.18 cm³

B

1776.53 cm³

C

888.26 cm³

D

3553.06 cm³

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