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Cheat SheetCELE · Engineering Mathematics

CELE Engineering Mathematics — Plane, Solid Geometry and MensurationCheat Sheet

The Plane, Solid Geometry and Mensuration cheat sheet from Super Tutor's CELE review — keep it for the last days before the exam.

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

Plane, Solid Geometry and Mensuration - Cheat Sheet

Your 30-minute rapid-fire reference for plane figures, solids, and mensuration formulas. Covers all exam-critical material for areas, volumes, surface areas, and Pappus theorems used in earthwork, concrete calculations, and tank/reservoir design.

PLANE FIGURES — Areas

Formulas

A = ½bh

Meaning

Triangle area: b = base, h = perpendicular height

Watch out

Height MUST be perpendicular to base, not slant side; confusing height with side length is the #1 error

When to use

When base and vertical height are given; fastest method

A = √[s(s−a)(s−b)(s−c)], where s = (a+b+c)/2

Meaning

Heron's formula: a, b, c = triangle sides, s = semi-perimeter

Watch out

Must compute semi-perimeter s FIRST; students forget s is NOT the perimeter

When to use

When all three sides are known but height is not; three-side triangles

A = πr²

Meaning

Circle area: r = radius

Watch out

Students use diameter instead of radius; HALVE diameter first if given diameter

When to use

For any circle; fundamental formula

A = ½r²θ (θ in radians)

Meaning

Circular sector area: r = radius, θ = central angle

Watch out

If angle given in degrees, CONVERT to radians by multiplying by π/180°; this causes >50% of errors

When to use

Sector of a circle; angle MUST be in radians

A_segment = A_sector − A_triangle = ½r²(θ − sin θ)

Meaning

Circular segment: area between chord and arc

Watch out

Angle must be in radians; segment area is SMALLER than sector area

When to use

When chord cuts off part of circle; found by subtracting triangle from sector

A = ½(b₁ + b₂)h

Meaning

Trapezoid area: b₁, b₂ = parallel bases, h = perpendicular distance

Watch out

h is perpendicular distance between parallel sides, not slant height; sum bases BEFORE multiplying by ½h

When to use

Trapezoid with two parallel sides

A = ¼ns² cot(180°/n)

Meaning

Regular polygon: n = number of sides, s = side length

Watch out

Angle in degrees (180°/n); use cot, not tan; common for hexagon (n=6) in earthwork

When to use

Regular hexagon, octagon, pentagon, etc. with side length

A = ½ap

Meaning

Regular polygon alternate: a = apothem (center to side), p = perimeter

Watch out

Apothem is perpendicular from center, not radius; use radius r = a/cos(180°/n)

When to use

When apothem is given instead of side length

A = ½d₁d₂

Meaning

Rhombus or kite area: d₁, d₂ = diagonals

Watch out

Diagonals must BISECT each other (rhombus/square); for kite, one diagonal may not bisect other

When to use

Rhombus, square, or kite when diagonals are known

Common values

Value

3.14159...

Symbol

π

Quantity

π (pi)

Value

1.41421...

Symbol

√2

Quantity

√2 (diagonal of unit square)

Value

1.73205...

Symbol

√3

Quantity

√3 (height ratio in equilateral triangle)

Value

√3 ≈ 1.732

Symbol

cot(30°)

Quantity

cot(30°) for regular polygon (n=6)

Important facts

  • Circle circumference C = 2πr = πd (d = diameter)
  • Arc length L = rθ (θ in radians); L = πrθ/180° (θ in degrees)
  • Segment area = ½r²(θ − sin θ) with θ in radians
  • Regular hexagon = 6 equilateral triangles; area = (3√3/2)s² where s = side
  • Regular polygon interior angle = (n−2)180°/n; central angle = 360°/n
  • Inscribed circle radius (inradius) a = A/s where A = area, s = semi-perimeter for triangle

Key definitions

Radius (r)

Example

Circle with r = 5 m has area = π(5)² = 78.54 m²

Distance from center of circle to circumference; half the diameter.

Sector

Example

90° sector of 4 m radius circle: A = ½(4)²(π/2) = 4π ≈ 12.57 m²

Pie-slice portion of circle bounded by two radii and an arc.

Segment

Example

Segment area = sector area minus triangle area

Region between a chord and the arc it subtends.

Apothem

Example

Regular hexagon side 6 m, apothem = 6/2tan(30°) ≈ 5.196 m

Perpendicular distance from center of regular polygon to a side.

Diagrams to know

  • Circle with radius, diameter, sector, segment, and chord labeled
  • Triangle with base, height (perpendicular), and semi-perimeter notation
  • Regular polygon with side, apothem, and central angle marked
  • Trapezoid with parallel bases b₁, b₂ and height h perpendicular to bases
  • Circular segment showing chord and arc

SOLIDS — Volumes & Surface Areas

Formulas

V = A_base × h

Meaning

Prism or cylinder volume: A_base = base area, h = height

Watch out

Height h must be PERPENDICULAR to base, not slant; common in concrete slab and tank calculations per ACI 318

When to use

Any prism (rectangular, triangular) or cylinder with perpendicular height

V = πr²h

Meaning

Cylinder volume: r = radius, h = height

Watch out

Use radius, not diameter; halve diameter first; height must be perpendicular to base

When to use

Cylindrical tanks, pipes, silos; standard in Philippine water tank design

S = 2πrh + 2πr²

Meaning

Cylinder surface area: lateral 2πrh + two circular bases 2πr²

Watch out

Lateral area only is 2πrh (no bases); don't double-count circular area

When to use

Total surface area including top and bottom

V = ⅓A_base × h

Meaning

Pyramid or cone volume: A_base = base area, h = perpendicular height

Watch out

Height h is perpendicular from apex to base plane; NOT the slant height; pyramid volume ⅓ not ½

When to use

Pyramid (triangular/square base) or cone; volume is ⅓ of equivalent prism

V = ⅓πr²h

Meaning

Cone volume: r = base radius, h = perpendicular height

Watch out

h is perpendicular height from apex to base, NOT slant height L; confused with ½ factor

When to use

Conical spoil piles in earthwork; standard in fill volume calculations

S_lateral = πrL

Meaning

Cone lateral surface area: r = base radius, L = slant height

Watch out

Slant height L ≠ perpendicular height h; L = √(r² + h²) is Pythagorean, not slant height given directly

When to use

Lateral (side) surface only; find L = √(r² + h²)

V = ⁴⁄₃πr³

Meaning

Sphere volume: r = radius

Watch out

Coefficient is 4/3 not 1/3; use radius r, not diameter d

When to use

Spherical tanks, pressure vessels, ball-shaped structures

S = 4πr²

Meaning

Sphere surface area: r = radius

Watch out

Surface area is 4πr² (not ⅘πr³); this is derived from rotating semicircle via Pappus

When to use

Coating, painting, or surface treatment of spherical tank

V = (h/3)(A₁ + A₂ + √(A₁A₂))

Meaning

Frustum volume (truncated cone/pyramid): A₁, A₂ = end areas, h = height between parallel faces

Watch out

Third term is √(A₁A₂), NOT A₁A₂; students forget square root; formula different from prismatoid

When to use

Cone/pyramid cut parallel to base; common in embankment and dam slope calculations per NSCP

V = (h/6)(A₁ + 4A_m + A₂)

Meaning

Prismatoid volume (general formula): A₁, A₂ = end areas, A_m = middle cross-section, h = length

Watch out

Coefficient 1/6 with middle section weighted 4×; NOT same as frustum; A_m is at h/2, not average area

When to use

Earthwork volumes (cuts/fills); basis of prismoidal rule in surveying per NSCP 2015

Common values

Value

3.14159...

Symbol

π

Quantity

π (pi)

Value

1.33333...

Symbol

4/3

Quantity

4/3 (sphere volume coefficient)

Value

1.41421...

Symbol

√2

Quantity

√2 (Pythagorean in diagonal)

Important facts

  • Cone volume = ⅓ cylinder volume with same base and height
  • Pyramid volume = ⅓ prism volume with same base and height
  • Sphere surface area S = 4πr² can be derived from Pappus by rotating semicircle
  • Frustum formula V = (h/3)(A₁ + A₂ + √(A₁A₂)) applies to both cone and pyramid frustums
  • Prismoidal rule V = (h/6)(A₁ + 4A_m + A₂) is exact for all polyhedra and approximation for curved solids
  • For right circular cone, lateral area = πrL where L = √(h² + r²)
  • Hemisphere volume = ½ sphere = ⅔πr³; hemisphere surface (curved only) = 2πr²

Key definitions

Slant height (L)

Example

Cone h = 12 m, r = 5 m: L = √(144 + 25) = √169 = 13 m

Distance along slant surface of cone/pyramid from apex to base edge; L = √(h² + r²) for cone.

Apothem (pyramid)

Example

Square pyramid slant apothem different from perpendicular height h

Perpendicular distance from apex to midpoint of a base edge; used for lateral surface area of pyramid.

Frustum

Example

Frustum with A₁ = 25 m², A₂ = 4 m², h = 6 m: V = (6/3)(25 + 4 + √100) = 2(39) = 78 m³

Solid formed by cutting a cone or pyramid with a plane parallel to the base.

Prismatoid

Example

Earthwork volumes calculated using prismoidal rule V = (h/6)(A₁ + 4A_m + A₂)

Polyhedron with two parallel polygonal bases and trapezoidal or triangular lateral faces.

Diagrams to know

  • Cylinder with radius r and height h; lateral surface unwraps to rectangle 2πr × h
  • Cone showing apex, perpendicular height h, radius r, and slant height L forming right triangle
  • Pyramid (square base) with apex height h and slant apothem on face
  • Frustum with two parallel bases A₁ and A₂ separated by height h
  • Sphere with diameter and radius labeled
  • Right triangle for Pythagorean relationship: L² = h² + r²

PAPPUS THEOREMS — Solids & Surfaces of Revolution

Formulas

S = 2π d̄ L

Meaning

First Pappus Theorem (surface): S = surface area of revolution, d̄ = distance from centroid of curve to axis of rotation, L = arc length of curve

Watch out

d̄ is distance to axis, NOT to a point; L is arc length, not straight-line distance; curve must NOT cross axis

When to use

Surface of revolution generated by rotating a curve (line, arc, or polygon edge) around an axis; used for cone lateral area, torus surface

V = 2π d̄ A

Meaning

Second Pappus Theorem (volume): V = volume of revolution, d̄ = distance from centroid of area to axis of rotation, A = area of region revolved

Watch out

d̄ is centroid distance, NOT average position; area A must be planar region, not 3D; axis must be external to area

When to use

Volume generated by rotating a planar area around an external axis; used for torus, composite tank volumes

Common values

Value

2r/π

Symbol

d̄

Quantity

Semicircle arc centroid distance from center

Value

4r/(3π)

Symbol

d̄

Quantity

Semicircular area centroid distance from diameter

Important facts

  • Cone lateral surface S = πrL can be derived: semicircle arc L = πr rotated about perpendicular axis at distance d̄ = r (from Pappus 1)
  • Sphere surface S = 4πr²: semicircle (length πr, centroid at 2r/π from diameter) rotated about diameter → S = 2π(2r/π)(πr) = 4πr²
  • Torus volume V = (2πd̄)(πr²) where d̄ = distance from circle center to axis, r = circle radius
  • Centroid of semicircle arc from center: d̄ = 2r/π; for semicircular area: d̄ = 4r/3π from diameter
  • Centroid of triangle from base: h/3 (one-third the height)
  • Pappus theorems apply ONLY when curve/area does NOT cross the axis of rotation

Key definitions

Centroid (first moment)

Example

Circle of radius r rotated about axis at distance d̄ from center: volume = 2π(d̄)(πr²) = 2πd̄πr² (torus)

Geometric center of a line, area, or volume; for Pappus, the distance from this center to the axis of rotation.

Solid of Revolution

Example

Cone generated by rotating right triangle about one leg; sphere generated by rotating semicircle about diameter

3D solid generated by rotating a 2D shape (area or curve) about a fixed axis.

Torus

Example

Circle r = 2 m, centroid distance d̄ = 5 m: V = 2π(5)(π·4) = 40π² ≈ 394.78 m³

Doughnut-shaped solid generated by rotating a circle about an external axis in its plane.

Diagrams to know

  • Semicircle rotated about its diameter to form sphere; mark centroid of arc and area
  • Right triangle rotated about vertical leg to form cone; show axis of rotation
  • Circle rotated about external axis to form torus; mark circle center and distance d̄ from axis
  • General planar area with centroid marked and axis of rotation shown
  • Arc with centroid d̄ labeled perpendicular to axis of rotation

COMPOSITE FIGURES & COMPOUND SOLIDS

Formulas

A_total = A₁ + A₂ + ... + Aₙ

Meaning

Composite area: sum of non-overlapping component areas

Watch out

Sketch and divide carefully; subtract cutout areas if present; ensure no overlap or gap

When to use

Irregular polygons or shapes divided into simpler figures (triangles, rectangles, circles)

V_total = V₁ + V₂ + ... + Vₙ

Meaning

Composite volume: sum of component volumes

Watch out

Subtract void volumes if solid is hollow; ensure components don't overlap; use consistent units

When to use

Compound solids (e.g., cylinder + cone for silo, rectangular prism + pyramid for roof tank)

x̄ = (A₁x₁ + A₂x₂ + ... + Aₙxₙ) / (A₁ + A₂ + ... + Aₙ)

Meaning

Centroid (first moment) of composite area: Aᵢ = component area, xᵢ = distance from reference axis

Watch out

Centroid of each component must be known; cutout areas are NEGATIVE; reference axis position critical

When to use

Finding centroid of irregular shape for structural design per NSCP 2015; used with Pappus theorem

Important facts

  • Centroid of rectangle: center (bh/2 at b/2 and h/2 from corner)
  • Centroid of triangle: (b/3, h/3) from corner opposite base
  • Centroid of semicircle: 4r/(3π) from diameter (along perpendicular bisector)
  • Centroid of quarter circle: 4r/(3π) from both axes (by symmetry in first quadrant)
  • For composite areas with cutouts, subtract the cutout area as negative value

Key definitions

Composite Figure

Example

L-shaped area = large rectangle minus cutout rectangle

Complex shape formed by combining or subtracting simpler geometric figures.

Moment of Area (First Moment)

Example

Rectangle 3 m × 4 m, distance from axis 5 m: Q = 12 × 5 = 60 m³

Product of area and perpendicular distance from reference axis; Q = A × d̄; used to find centroid.

Diagrams to know

  • L-shaped polygon divided into two rectangles with areas and centroids marked
  • T-shaped section with horizontal and vertical components; centroid of each labeled
  • Irregular profile (e.g., channel cross-section) decomposed into rectangles
  • Circle with sector cutout; show positive and negative area components

CIVIL ENGINEERING APPLICATIONS — Earthwork & Mensuration

Formulas

V = (h/6)(A₁ + 4A_m + A₂)

Meaning

Prismoidal rule for earthwork: A₁ = area of first cross-section, A_m = area at midpoint h/2, A₂ = area of second cross-section

Watch out

A_m MUST be at exact midpoint (h/2); coefficient 1/6 with 4× weight on middle section; NOT average (A₁ + A₂)/2

When to use

Computing volumes of cuts and fills in road/bridge construction per NSCP 2015; most accurate for irregular terrain

V_cone = (1/3)πr²h

Meaning

Volume of conical spoil pile: r = base radius, h = height

Watch out

Often measured height (slant) ≠ perpendicular height h; h must be vertical from base center to apex

When to use

Estimating volume of excavated soil piled in conical form; common in grading calculations

V = πr²h (cylinder)

Meaning

Volume of cylindrical tank or stockpile: r = radius, h = height

Watch out

Height h perpendicular to base; diameter often given, so r = d/2; measure inside radius for capacity

When to use

Water tanks, fuel storage, bulk material (cement, sand) stockpiles per ACI 318 and material handling specs

V = (1/3)(A₁ + A₂ + √(A₁A₂))h

Meaning

Frustum volume for tapered embankments or fills: A₁, A₂ = cross-sectional areas at two elevations, h = vertical distance

Watch out

√(A₁A₂) is geometric mean, NOT arithmetic average; h is vertical (perpendicular), not slant height

When to use

Dam embankments, fills on sloping terrain, tapered columns (per NSCP 2015 structural design)

Important facts

  • NSCP 2015 recommends prismoidal rule (h/6 formula) for engineering calculations; simpler average-end-area rule gives ±5% for most terrain
  • Conical stockpile volume often measured indirectly: height h from surveyed elevation difference
  • Trapezoidal cross-section (road cut on sloping terrain) is most common in Philippines infrastructure projects
  • Centroid of trapezoid used in earthwork calculations for compound fill geometry
  • For irregular terrain, cross-sections at 50 m or 100 m intervals standard for major works

Key definitions

Cross-Section (A)

Example

Trapezoidal cut: bases 10 m and 8 m, height 3 m: A = (10+8)/2 × 3 = 27 m²

Area of cut or fill perpendicular to the longitudinal axis of a construction project (road, canal).

Prismoidal Rule

Example

Road cut: A₁ = 50 m², A_m = 55 m² (at 100 m), A₂ = 52 m²; V = (200/6)(50 + 4·55 + 52) = 10,400 m³

NSCP 2015 standard method for computing volumes of cuts/fills using end areas and mid-section area.

Embankment

Example

Dam embankment with frustum geometry over length requiring volume estimation

Raised structure of earth/fill material; volume calculated from cross-sections perpendicular to centerline.

Diagrams to know

  • Longitudinal profile of road showing two cross-sections A₁ and A₂ separated by distance h
  • Trapezoidal cross-section with top width, bottom width, and height labeled
  • Conical pile with height and radius marked for volume calculation
  • Frustum of pyramid showing two parallel bases A₁, A₂ and height h

Must remember

ALWAYS use perpendicular height h, NOT slant height L, in pyramid V = ⅓A_base·h and cone V = ⅓πr²h. Slant height L is for lateral surface area only. This is the #1 exam error.

ALWAYS convert angle θ from degrees to radians when using sector area A = ½r²θ. Multiplying by π/180: θ_rad = θ_deg × (π/180). Forgetting this causes 50%+ student errors.

Frustum volume uses GEOMETRIC MEAN √(A₁A₂), NOT product A₁A₂. Formula: V = (h/3)(A₁ + A₂ + √(A₁A₂)). Prismatoid is different: V = (h/6)(A₁ + 4A_m + A₂) with A_m at mid-point.

Pappus Theorem 1 (surface) uses arc length L and applies to curves; Pappus Theorem 2 (volume) uses planar area A. Centroid distance d̄ in both must be measured perpendicular to axis of rotation.

For circle/circular shapes: Use RADIUS r, not diameter d. If diameter is given, HALVE it first: r = d/2. This applies to area (πr²), volume (πr²h, ⅓πr²h), and surface (4πr²).

Regular polygon area A = ¼ns²cot(180°/n) where n = number of sides, s = side length. Angle 180°/n is in DEGREES. For hexagon (n=6): A = (3√3/2)s² ≈ 2.598s².

Triangle area by Heron's formula requires SEMI-PERIMETER s = (a+b+c)/2 FIRST. Then A = √[s(s−a)(s−b)(s−c)]. Students forget s is half the perimeter, not the perimeter itself.

Prismoidal rule V = (h/6)(A₁ + 4A_m + A₂) is standard per NSCP 2015 for earthwork volumes. The middle area A_m MUST be at exactly h/2 (midpoint). Coefficient is 1/6, not 1/3 or 1/2.

Centroid of composite area: x̄ = (ΣAᵢxᵢ)/(ΣAᵢ). For areas with cutouts, subtract the cutout as NEGATIVE area. Identify centroid of each component first, then apply formula.

Cone lateral surface area S = πrL where L = √(h² + r²) is slant height. Perpendicular height h and radius r form a right triangle with L. Common error: confusing h with L or using πrh instead of πrL.

Last minute tips

BEFORE computing, SKETCH the figure. Label all given dimensions (height, radius, base, angles). Identify what you're solving for (area, volume, lateral surface). Wrong sketches lead to wrong formula selection.

HEIGHT vs SLANT HEIGHT: In cones and pyramids, h (perpendicular) is for VOLUME (⅓A·h) and base calculations. Slant height L = √(h² + r²) is ONLY for lateral surface area (πrL). This distinction appears in >60% of exam problems.

ANGLES in RADIANS for circular formulas: Sector area ½r²θ REQUIRES θ in radians. If angle is in degrees, MULTIPLY by π/180 to convert. This is the #1 source of wrong answers; check your angle units before computing.

COMPOSITE FIGURES: Use positive area for the main shape and SUBTRACT (negative) any cutouts. Write out A_total = A_main − A_cutout step-by-step to avoid sign errors.

EARTHWORK VOLUMES (NSCP 2015): Use prismoidal rule V = (h/6)(A₁ + 4A_m + A₂) for official calculations. Verify that A_m is the cross-sectional area at the EXACT midpoint between A₁ and A₂. Improper A_m placement causes large errors in fill volume estimates.

Comparison tables

Triangle vs Trapezoid Area Formulas

ShapeFormulaVariablesWhen to UseCommon Mistake
Triangle (base-height)A = ½bhb = base, h = perpendicular heightBase and perpendicular height knownForgetting ½ factor; using slant height instead of perpendicular
Triangle (Heron's formula)A = √[s(s−a)(s−b)(s−c)]a,b,c = sides, s = (a+b+c)/2Three sides known; no height availableForgetting to compute s first; using perimeter instead of semi-perimeter
TrapezoidA = ½(b₁ + b₂)hb₁, b₂ = parallel bases, h = perpendicular distanceTwo parallel sides and perpendicular heighth is perpendicular distance between parallel sides, NOT a slant; summing bases before ½

Pyramid vs Cone vs Prism — Volume Comparison

SolidBase ShapeVolume FormulaLateral SurfaceKey Distinction
PrismAny polygonV = A_base × hRectangle faces; no apexUniform cross-section perpendicular to height
PyramidAny polygonV = ⅓A_base × hTriangular faces meeting at apex⅓ factor; apex reduces volume vs prism
CylinderCircleV = πr²hCurved lateral surface 2πrhPrism with circular base
ConeCircleV = ⅓πr²hLateral area πrL (L = slant height)⅓ factor; apex point; cone = ⅓ cylinder

Sector vs Segment vs Whole Circle

RegionDefinitionArea FormulaBoundaryExam Frequency
SectorPie-slice from center to circumferenceA = ½r²θ (θ in radians)Two radii + arcVery common
SegmentRegion between chord and arcA = ½r²(θ − sin θ)Chord + arc (no radii)Common
Whole CircleComplete circleA = πr²Circumference onlyFundamental

Frustum vs Prismatoid Volume Formulas

FormulaUsageVariables RequiredAccuracyCommon Error
Frustum: V = (h/3)(A₁ + A₂ + √(A₁A₂))Cone or pyramid truncated by plane parallel to baseA₁, A₂ = parallel end areas, h = perpendicular distanceExact for cones, pyramids, and tapered solidsUsing A₁A₂ instead of √(A₁A₂); forgetting geometric mean
Prismatoid: V = (h/6)(A₁ + 4A_m + A₂)General prismatoid or earthwork cuts/fills (NSCP 2015)A₁, A₂ = end areas, A_m = mid-section area at h/2Exact for polyhedra; excellent approximation for curved surfacesA_m position must be at exact midpoint h/2; coefficient 1/6 with 4× weight on A_m

Pappus Theorem 1 (Surface) vs Pappus Theorem 2 (Volume)

Pappus TheoremWhat RotatesFormulaVariablesExample
First Theorem (Surface)A curve (arc or line)S = 2π d̄ LS = surface area, d̄ = centroid distance to axis, L = arc lengthRotating semicircle (arc L = πr, d̄ = 2r/π) about diameter generates sphere S = 4πr²
Second Theorem (Volume)A planar areaV = 2π d̄ AV = volume, d̄ = centroid distance to axis, A = areaRotating circle (A = πr², d̄ = external distance) about axis generates torus V = 2π d̄ πr²

Diagrams

Plane Figures & Area Formulas Hierarchy

Hierarchical mind map showing area formulas for all major plane figures, organized by shape category. Useful for quickly identifying the correct formula based on given information.

Volume Formula Decision Tree for Solids

Decision flowchart for selecting the correct volume formula based on solid geometry characteristics. Includes branching logic for prismatoid vs frustum selection and emphasizes perpendicular height requirement.

Circular Region Identification & Area Selection

Diagnostic flowchart for identifying whether a circular region is a sector, segment, or full circle based on boundary description. Includes reminder to convert angles to radians.

Height Type Selection for Cones and Pyramids

State diagram showing decision logic between perpendicular height h (for volume) and slant height L (for lateral surface area) in cones and pyramids. Includes Pythagorean relationships for computing missing height.

Pappus Theorem Application Decision Tree

Decision tree for applying Pappus theorems based on whether a curve (surface) or area (volume) is being revolved. Includes centroid distance and arc/area relationships.

Plane, Solid Geometry and Mensuration is chapter 3 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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