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Formulas
Kyle Michael Sy
April 4, 2017
12th Update
July 2019 Update 1
(7/1/2019)
DISCLAIMER (Must Read)
This document is solely for review purposes only. Distribution of this copy is solely due to
aid the students in their studies relevant to this document. This document is not
recommended to be used as an instrument/medium for teaching on official lectures and/or
classes; since the author couldn’t guarantee 100% accuracy of the document as some minor
mistakes could’ve been made during the production of this document. Editing this
document by removing, changing, or adding anything is strictly prohibited as this is my own
work and it took me a really long time to make this 80-page document.
If you 1. Want me to add more equations;
2. Want me to change anything wrong in the document;
3. Have any other comments/suggestions;
4. Simply just want to thank me;
Just contact me via:
Gmail – sykylemichael@gmail.com
Messenger – Kyle Michael Sy
3
Changelog
August 2018
1:
8/18
1. Added conversion table.
2. Added Statistics.
3. Added Table of Contents.
4. Added Disclaimer.
5. Added first page.
September 2018
2:
9/11
1. Added changelog.
2. Added temperature to the conversion table.
3:
9/18
1. Added Propositional Calculus and Logical Equivalence.
2. Renamed Conversions section to Tables.
3. Added truth table to Tables.
January 2019
4:
1/15
1. Previous formulas for velocity, acceleration, and UAM moved to new section called
Rectilinear Motion.
2. Renamed Universally Accelerated Motion to Constant Linear Acceleration.
3. Added Rotational Motion.
February 2019
5:
2/7
1. Fixed formulas for the derivative.
2. Added derivatives of inverse trigonometric functions and hyperbolic functions.
6:
2/12
1. Rearranged sections alphabetically.
2. Table of contents condensed.
3. Added Surveying section. Data correction, traverse adjustment, and area.
7:
2/14
1. Corrected formula of derivative of a logarithm to a base a.
March 2019
8:
3/21
1. Added a lot of surveying formulas. So much that I can’t name all of them.
Kyle Michael Sy
12th Update
4
June 2019
9:
6/4
1. Added more integral formulas.
2. Changed margin to narrow (0.5 in.) to accommodate more space.
3. Changed integral variables from x to u.
10: 6/24
1.
2.
3.
4.
Changed link to bit.ly/allformulas for easier access.
Changed 1 to any possible constant a in integral of inverse trig functions.
Added trigonometric integrals with 5 cases.
Added more trigonometric identities necessary for trigonometric integrals.
11: 6/25
1. Changed a minor mistake in trigonometric integrals double-angle identity.
July 2019
12: 7/1
1.
2.
3.
4.
Changed CALCULUS to MATHEMATICS.
Added Wallis Formula.
Added Case IV and V for Integration of Powers of Trigonometric Functions.
Added Integration thru Trigonometric Substitution.
Kyle Michael Sy
12th Update
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Clickable Table of Contents – for PDF and Word
DISCLAIMER (Must Read) ------------------------------------------------------------------------ 2
Changelog--------------------------------------------------------------------------------------------- 3
August 2018
September 2018
January 2019
February 2019
March 2019
June 2019
MATHEMATICS
11
Variables and Symbols ---------------------------------------------------------------------------- 12
Trigonometric Identities ------------------------------------------------------------------------- 12
Reciprocal Identities
Pythagorean Identities
Negative Identities
Co-Function Identities
Sum and Difference
Double-Angle Identities
Half-Angle Identities
Limits Involving Trigonometric Functions
Differentiation -------------------------------------------------------------------------------------- 14
Basic Formulas
Trigonometric Functions
Inverse Trigonometric Functions
Logarithmic Functions
Hyperbolic Functions
Integration ------------------------------------------------------------------------------------------- 17
Simple Integration Formulas
Substitution Methods
Trigonometric Functions
Integration of Powers of Trigonometric Functions
Definite Integrals
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12th Update
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Propositional Calculus ---------------------------------------------------------------------------- 21
Logical Equivalences
Basic and Derived Argument Forms
CHEMISTRY
23
Chemical Kinetics ---------------------------------------------------------------------------------- 24
Rate Law
Integrated Rate Law
Half Life
Temperature and Reaction Rate
Chemical Equilibrium ----------------------------------------------------------------------------- 26
Equilibrium Constant
Equilibrium Constants in Terms of P
Reaction Quotient
Acids and Bases ------------------------------------------------------------------------------------- 27
Autoionization of Water
pH Scale
pOH Scale
Concentration Constant
Acid Ionization Constant
Per Cent Ionization
Additional Aqueous Equilibria ----------------------------------------------------------------- 28
Henderson-Hasselbalch Equation
Modified Henderson-Hasselbalch Equation
Solubility Product Constant
ELECTROMAGNETISM
29
Electric Field ----------------------------------------------------------------------------------------- 30
General Formulas
Charge Densities
Other Equations for Electric Field
Electric Flux
Electric Potential Energy ------------------------------------------------------------------------- 32
Electric Potential ----------------------------------------------------------------------------------- 32
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12th Update
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Electrical Work ------------------------------------------------------------------------------------- 33
Capacitors and Capacitance --------------------------------------------------------------------- 34
Spherical Capacitor
Cylindrical Capacitor
Capacitance in a Circuit
Energy Stored in a Capacitor
Dielectrics
Induced Charge and Polarization
Charging Capacitor
Discharging Capacitor
Ohm’s Law -------------------------------------------------------------------------------------------- 35
Resistance and Resistivity ----------------------------------------------------------------------- 35
Electrical Power ------------------------------------------------------------------------------------ 36
Current ------------------------------------------------------------------------------------------------ 36
Next Section ------------------------------------------------------------------------------------------ 36
GEOMETRY
37
Variables and Symbols ---------------------------------------------------------------------------- 38
Surface Area ----------------------------------------------------------------------------------------- 38
3-Dimensional Objects
2-Dimensional Objects
Volume ------------------------------------------------------------------------------------------------ 39
MECHANICS
40
Variables and Symbols ---------------------------------------------------------------------------- 41
Rectilinear Motion --------------------------------------------------------------------------------- 41
Constant Linear Acceleration
Velocity
Acceleration
Uniform Circular Acceleration
Rotational Motion of a Rigid Body ------------------------------------------------------------- 42
Constant Angular Acceleration
Velocity
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12th Update
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Acceleration
Energy
Moment of Inertia
Parallel Axis Theorem
Projectile --------------------------------------------------------------------------------------------- 44
X-Component
Y-Component
Force --------------------------------------------------------------------------------------------------- 45
General Formulas
Friction
Charge
Electric Field
Work and Energy ----------------------------------------------------------------------------------- 46
Momentum ------------------------------------------------------------------------------------------- 46
STATISTICS
47
Descriptive Statistics ------------------------------------------------------------------------------ 48
Measures of Center
Measures of Spread
Measure of Relative Position
Measure of Skewness
Measure of Kurtosis
Sample Size------------------------------------------------------------------------------------------- 49
Point Estimation ------------------------------------------------------------------------------------ 49
Point Estimator for μ1-μ2
Other Point Estimators
Interval Estimation -------------------------------------------------------------------------------- 49
Confidence Interval for μ1-μ2
Confidence Interval for p1-p2
Confidence Interval for μ
Confidence Interval for p
Discrete Probability Distribution-------------------------------------------------------------- 50
Binomial Distribution
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Hypergeometric Distribution
Poisson Distribution
Geometric Probability Distribution
Negative Binomial Probability Distribution
Continuous Probability Distribution --------------------------------------------------------- 52
Normal Probability Distribution
Hypothesis Testing -------------------------------------------------------------------------------- 52
SURVEYING
53
Data Correction ------------------------------------------------------------------------------------- 54
Tape Correction
Temperature Correction
Tension Correction
Sag Correction
Normal Tension
Traverse Adjustment ------------------------------------------------------------------------------ 55
Compass Rule
Transit Rule
Area ---------------------------------------------------------------------------------------------------- 56
Area by Triangle
Double Meridian Distance (DMD)
Double Parallel Distance
Trapezoidal Rule
Simpson’s One-third Rule
Coordinate Method
Leveling ----------------------------------------------------------------------------------------------- 57
Curvature and Refraction
Reciprocal Leveling
Differential Leveling
Trigonometric Leveling
Stadia Leveling
Simple Curve ----------------------------------------------------------------------------------------- 63
Degree of Curve (D)
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12th Update
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Tangent Distance (T)
Long Chord (LC)
Subchord (SC)
Length of Curve (Lc)
External Distance (E)
Middle Ordinate
Stationing of Point of Curvature
Stationing of Point of Tangency
Stationing of Point of Intersection
Compound Curve ----------------------------------------------------------------------------------- 67
If Common Tangent is not Parallel to the Long Chord
If Common Tangent is Parallel to Long Chord
Spiral Curve ------------------------------------------------------------------------------------------ 69
Elements of a Spiral Curve
Properties of Spiral Curves
Formulas
Earthworks Engineering ------------------------------------------------------------------------- 72
Volume Computation
CONSTANTS
74
TABLES
76
Mass
Length
Volume
Temperature
Truth Table
Kyle Michael Sy
12th Update
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MATHEMATICS
April 4, 2017
Kyle Michael Sy
12th Update
12
Variables and Symbols
1. Theta (θ)
- Angle
5. e - Natural number
2. u
- Function
6. a - Any positive integer
3. A
- Angle A
7. C - Arbitrary Constant
4. B
- Angle B
8. k - Constant
Trigonometric Identities
Reciprocal Identities
Sine
๐‘ ๐‘–๐‘› ๐œƒ =
Tangent
1
๐‘๐‘ ๐‘ ๐œƒ
Cosine
๐‘๐‘œ๐‘  ๐œƒ =
1
๐‘ ๐‘’๐‘ ๐œƒ
Cotangent
๐‘ก๐‘Ž๐‘› ๐œƒ =
1
๐‘๐‘œ๐‘ก ๐œƒ
๐‘ก๐‘Ž๐‘› ๐œƒ =
๐‘ ๐‘–๐‘› ๐œƒ
๐‘๐‘œ๐‘  ๐œƒ
๐‘๐‘œ๐‘ก ๐œƒ =
1
๐‘ก๐‘Ž๐‘› ๐œƒ
๐‘๐‘œ๐‘ก ๐œƒ =
๐‘๐‘œ๐‘  ๐œƒ
๐‘ก๐‘Ž๐‘› ๐œƒ
Pythagorean Identities
๐‘๐‘œ๐‘  2 ๐‘ฅ + ๐‘ ๐‘–๐‘›2 ๐‘ฅ = 1
1 + ๐‘ก๐‘Ž๐‘›2 ๐‘ฅ = ๐‘ ๐‘’๐‘ 2 ๐‘ฅ
1 + ๐‘๐‘œ๐‘ก 2 ๐‘ฅ = ๐‘๐‘ ๐‘ 2 ๐‘ฅ
Negative Identities
Sine
๐‘ ๐‘–๐‘›(−๐œƒ) = − ๐‘ ๐‘–๐‘› ๐œƒ
Cosine
๐‘๐‘œ๐‘ (−๐œƒ) = ๐‘๐‘œ๐‘  ๐œƒ
Tangent
๐‘ก๐‘Ž๐‘›(−๐œƒ) = − ๐‘ก๐‘Ž๐‘› ๐œƒ
Co-Function Identities
Sine
๐‘ ๐‘–๐‘›(90° − ๐œƒ) = ๐‘๐‘œ๐‘  ๐œƒ
Secant
๐‘ ๐‘’๐‘(90° − ๐œƒ) = ๐‘๐‘ ๐‘ ๐œƒ
Tangent
๐‘ก๐‘Ž๐‘›(90° − ๐œƒ) = ๐‘๐‘œ๐‘ก ๐œƒ
Cosine
๐‘๐‘œ๐‘ (90° − ๐œƒ) = ๐‘ ๐‘–๐‘› ๐œƒ
Kyle Michael Sy
12th Update
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Cotangent
๐‘๐‘œ๐‘ก(90° − ๐œƒ) = ๐‘ก๐‘Ž๐‘› ๐œƒ
Cosecant
๐‘๐‘ ๐‘(90° − ๐œƒ) = ๐‘ ๐‘’๐‘ ๐œƒ
Sum and Difference
Sine
๐‘ ๐‘–๐‘›(๐ด + ๐ต) = ๐‘ ๐‘–๐‘› ๐ด ๐‘๐‘œ๐‘  ๐ต + ๐‘๐‘œ๐‘  ๐ด ๐‘ ๐‘–๐‘› ๐ต
๐‘ ๐‘–๐‘›(๐ด − ๐ต) = ๐‘ ๐‘–๐‘› ๐ด ๐‘๐‘œ๐‘  ๐ต − ๐‘๐‘œ๐‘  ๐ด ๐‘ ๐‘–๐‘› ๐ต
Cosine
๐‘๐‘œ๐‘ (๐ด + ๐ต) = ๐‘๐‘œ๐‘  ๐ด ๐‘๐‘œ๐‘  ๐ต − ๐‘ ๐‘–๐‘› ๐ด ๐‘ ๐‘–๐‘› ๐ต
๐‘๐‘œ๐‘ (๐ด − ๐ต) = ๐‘๐‘œ๐‘  ๐ด ๐‘๐‘œ๐‘  ๐ต + ๐‘ ๐‘–๐‘› ๐ด ๐‘ ๐‘–๐‘› ๐ต
Tangent
๐‘ก๐‘Ž๐‘›(๐ด + ๐ต) =
๐‘ก๐‘Ž๐‘› ๐ด + ๐‘ก๐‘Ž๐‘› ๐ต
1 − ๐‘ก๐‘Ž๐‘› ๐ด ๐‘ก๐‘Ž๐‘› ๐ต
๐‘ก๐‘Ž๐‘›(๐ด − ๐ต) =
๐‘ก๐‘Ž๐‘› ๐ด − ๐‘ก๐‘Ž๐‘› ๐ต
1 + ๐‘ก๐‘Ž๐‘› ๐ด ๐‘ก๐‘Ž๐‘› ๐ต
Double-Angle Identities
Sine
๐‘๐‘œ๐‘ (2๐ด) = 1 − 2 ๐‘ ๐‘–๐‘›2 ๐ด
sin(2A) = 2 sin A cos A
Cosine
๐‘๐‘œ๐‘ (2๐ด) = ๐‘๐‘œ๐‘  2 ๐ด − ๐‘ ๐‘–๐‘›2 ๐ด
Tangent
๐‘ก๐‘Ž๐‘›(2๐ด) =
2 ๐‘ก๐‘Ž๐‘› ๐ด
1 − ๐‘ก๐‘Ž๐‘›2 ๐ด
๐‘๐‘œ๐‘ (2๐ด) = 2 ๐‘๐‘œ๐‘  2 ๐ด − 1
Half-Angle Identities
Kyle Michael Sy
12th Update
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Sine
๐‘ ๐‘–๐‘›
๐ด
1 − ๐‘๐‘œ๐‘  ๐ด
= ±√
2
2
Cosine
๐‘๐‘œ๐‘ 
Tangent
๐ด
๐‘ ๐‘–๐‘› ๐ด
๐‘ก๐‘Ž๐‘› =
2 1 + ๐‘๐‘œ๐‘  ๐ด
๐‘ก๐‘Ž๐‘›
๐ด 1 − ๐‘๐‘œ๐‘  ๐ด
=
2
๐‘ ๐‘–๐‘› ๐ด
๐ด
1 + ๐‘๐‘œ๐‘  ๐ด
= ±√
2
2
Limits Involving Trigonometric Functions
๐‘ ๐‘–๐‘› ๐‘ฅ
=1
๐‘ฅ→0 ๐‘ฅ
๐‘™๐‘–๐‘š
1 − ๐‘๐‘œ๐‘  ๐‘ฅ
=0
๐‘ฅ→0
๐‘ฅ
๐‘™๐‘–๐‘š
Differentiation
Basic Formulas
Derivative of a Constant
๐‘‘๐‘ฆ ๐‘‘(๐‘)
=
=0
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Notes to remember:
๐’…๐’š
๐’…๐’™
can be rewritten as ๐‘ฆ′
u is a function of x
Derivative of ๐’™ With Respect to ๐’™
๐‘‘๐‘ฆ ๐‘‘๐‘ฅ
=
=1
๐‘‘๐‘ฅ ๐‘‘๐‘ฅ
Derivative of a Constant Multiplied by ๐’‡(๐’™)
๐‘‘
๐‘‘[๐‘“(๐‘ฅ)]
[๐‘ ⋅ ๐‘“(๐‘ฅ)] = ๐‘ ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of a Sum and Difference of a Function
๐‘‘
๐‘‘[๐‘“(๐‘ฅ)] ๐‘‘[๐‘”(๐‘ฅ)]
[๐‘“(๐‘ฅ) ± ๐‘”(๐‘ฅ)] =
±
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Kyle Michael Sy
12th Update
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Derivative of the Product of Two Functions
๐‘‘
๐‘‘[๐‘”(๐‘ฅ)]
๐‘‘[๐‘“(๐‘ฅ)]
[๐‘“(๐‘ฅ) ⋅ ๐‘”(๐‘ฅ)] = ๐‘“(๐‘ฅ) ⋅
+ ๐‘”(๐‘ฅ) ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of the Quotient of Two Functions
๐‘‘[๐‘”(๐‘ฅ)]
๐‘‘[๐‘“(๐‘ฅ)]
๐‘”(๐‘ฅ) ⋅
− ๐‘“(๐‘ฅ) ⋅
๐‘‘ ๐‘“(๐‘ฅ)
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
[
]=
2
๐‘‘๐‘ฅ ๐‘”(๐‘ฅ)
[๐‘”(๐‘ฅ)]
General Power Formula
๐‘‘๐‘ฆ
= ๐‘› ⋅ ๐‘ข๐‘›−1
๐‘‘๐‘ฅ
Trigonometric Functions
Derivative of Sine
๐‘‘(๐‘ ๐‘–๐‘› ๐‘ข)
๐‘‘๐‘ข
= ๐‘๐‘œ๐‘  ๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Cotangent
๐‘‘(๐‘๐‘œ๐‘ก ๐‘ข)
๐‘‘๐‘ข
= −๐‘๐‘ ๐‘ 2 ๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Cosine
๐‘‘(๐‘๐‘œ๐‘  ๐‘ข)
๐‘‘๐‘ข
= − ๐‘ ๐‘–๐‘› ๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Secant
๐‘‘(๐‘ ๐‘’๐‘ ๐‘ข)
๐‘‘๐‘ข
= ๐‘ ๐‘’๐‘ ๐‘ข ⋅ ๐‘ก๐‘Ž๐‘› ๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Tangent
๐‘‘(๐‘ก๐‘Ž๐‘› ๐‘ข)
๐‘‘๐‘ข
= ๐‘ ๐‘’๐‘ 2 ๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Cosecant
๐‘‘(๐‘๐‘ ๐‘ ๐‘ข)
๐‘‘๐‘ข
= − ๐‘๐‘ ๐‘ ๐‘ข ⋅ ๐‘๐‘œ๐‘ก ๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Inverse Trigonometric Functions
Derivative of Arcsine
๐‘‘
1
๐‘‘๐‘ข
[๐‘ ๐‘–๐‘›−1 ๐‘ข] =
โˆ™
๐‘‘๐‘ฅ
√1 − ๐‘ข2 ๐‘‘๐‘ฅ
Kyle Michael Sy
Derivative of Arccosine
๐‘‘
1
๐‘‘๐‘ข
[๐‘๐‘œ๐‘  −1 ๐‘ข] = −
โˆ™
๐‘‘๐‘ฅ
√1 − ๐‘ข2 ๐‘‘๐‘ฅ
12th Update
16
Derivative of Arctangent
๐‘‘
1
๐‘‘๐‘ข
[๐‘ก๐‘Ž๐‘›−1 ๐‘ข] =
โˆ™
๐‘‘๐‘ฅ
1 + ๐‘ข2 ๐‘‘๐‘ฅ
Derivative of Arcsecant
๐‘‘
1
๐‘‘๐‘ข
[๐‘ ๐‘’๐‘ −1 ๐‘ข] =
โˆ™
๐‘‘๐‘ฅ
|๐‘ข|√๐‘ข2 − 1 ๐‘‘๐‘ฅ
Derivative of Arccotangent
๐‘‘
1
๐‘‘๐‘ข
[๐‘๐‘œ๐‘ก −1 ๐‘ข] = −
โˆ™
๐‘‘๐‘ฅ
1 + ๐‘ข2 ๐‘‘๐‘ฅ
Derivative of Arccosecant
๐‘‘
1
๐‘‘๐‘ข
[๐‘๐‘ ๐‘ −1 ๐‘ข] = −
โˆ™
๐‘‘๐‘ฅ
|๐‘ข|√๐‘ข2 − 1 ๐‘‘๐‘ฅ
Logarithmic Functions
Derivative of the Logarithm of ๐’– to the Base ๐’‚
๐‘‘(๐‘™๐‘œ๐‘”๐‘Ž ๐‘ข)
1
๐‘‘๐‘ข
=
⋅
๐‘‘๐‘ฅ
๐‘ข ⋅ ๐‘™๐‘› ๐‘Ž ๐‘‘๐‘ฅ
Derivative of the Logarithm of ๐’– to the Base ๐’†
๐‘‘(๐‘™๐‘œ๐‘”๐‘’ ๐‘ข) 1 ๐‘‘๐‘ข
= ⋅
๐‘‘๐‘ฅ
๐‘ข ๐‘‘๐‘ฅ
๐‘‘(๐‘™๐‘› ๐‘ข) 1 ๐‘‘๐‘ข
= ⋅
๐‘‘๐‘ฅ
๐‘ข ๐‘‘๐‘ฅ
Derivative of ๐’‚ Raised to ๐’–
๐‘‘(๐‘Ž๐‘ข )
๐‘‘๐‘ข
= ๐‘Ž๐‘ข ⋅ ๐‘™๐‘› ๐‘Ž ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of ๐’† Raised to ๐’–
๐‘‘(๐‘’ ๐‘ข )
๐‘‘๐‘ข
= ๐‘’๐‘ข ⋅
๐‘‘๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Hyperbolic Sine
๐‘‘
[๐‘ ๐‘–๐‘›โ„Ž ๐‘ฅ] = ๐‘๐‘œ๐‘ โ„Ž ๐‘ฅ
๐‘‘๐‘ฅ
Derivative of Hyperbolic Cosine
๐‘‘
[๐‘๐‘œ๐‘ โ„Ž ๐‘ฅ] = ๐‘ ๐‘–๐‘›โ„Ž ๐‘ฅ
๐‘‘๐‘ฅ
Hyperbolic Functions
Kyle Michael Sy
12th Update
17
Integration
Simple Integration Formulas
Notes to remember:
Integral of 1
u is a function
∫ ๐‘‘๐‘ข = ๐‘ข + ๐ถ
C is the constant of integration
Integral of a Function Multiplied by a Constant
C is an arbitrary constant
∫ ๐‘˜ ⋅ ๐‘“(๐‘ฅ) = ๐‘˜ ⋅ ∫ ๐‘“(๐‘ฅ)
Integral of the Sum and Difference of Two Functions
∫ ๐‘“(๐‘ฅ) ± ๐‘”(๐‘ฅ) = ∫ ๐‘“(๐‘ฅ) ± ∫ ๐‘”(๐‘ฅ)
Integral of the Function ๐’–
1
Wherein: ๐‘› = 1
∫ ⋅ ๐‘‘๐‘ข = ๐‘™๐‘› |๐‘ข| + ๐ถ
๐‘ข
∫ ๐‘ข−1 ⋅ ๐‘‘๐‘ข = ๐‘™๐‘› |๐‘ข| + ๐ถ
Integral of ๐’† raised to u
Integral of the Natural Logarithm
∫ ๐‘’ ๐‘ข ⋅ ๐‘‘๐‘ข = ๐‘’ ๐‘ข + ๐ถ
∫ ๐‘™๐‘› ๐‘ข ⋅ ๐‘‘๐‘ข = ๐‘ข ⋅ ๐‘™๐‘›(๐‘ข) − ๐‘ข + ๐ถ
Integral of a constant raised to u
๐‘Ž๐‘ข
๐‘ข
∫ ๐‘Ž โˆ™ ๐‘‘๐‘ข =
+๐ถ
๐‘™๐‘› ๐‘Ž
General Formula
๐‘ข๐‘›+1
๐‘›
∫ ๐‘ข ⋅ ๐‘‘๐‘ข =
+๐ถ
๐‘›+1
Kyle Michael Sy
Wherein: ๐‘› ≠ 1
12th Update
18
Substitution Methods
Trigonometric Substitution
If √๐‘Ž2 − ๐‘ข2 occurs in the integrand, let ๐‘ข = ๐‘Ž sin ๐œƒ
If √๐‘Ž2 + ๐‘ข2 occurs in the integrand, let ๐‘ข = ๐‘Ž tan ๐œƒ
If √๐‘ข2 − ๐‘Ž2 occurs in the integrand, let ๐‘ข = ๐‘Ž sec ๐œƒ
Kyle Michael Sy
12th Update
19
Trigonometric Functions
Integral of Sine
∫ ๐‘ ๐‘–๐‘› ๐‘ข ⋅ ๐‘‘๐‘ข = −๐‘๐‘œ๐‘  ๐‘ข + ๐ถ
Integral of Cosine
∫ ๐‘๐‘œ๐‘  ๐‘ข ⋅ ๐‘‘๐‘ข = ๐‘ ๐‘–๐‘› ๐‘ข + ๐ถ
Integral of Tangent
∫ ๐‘ก๐‘Ž๐‘› ๐‘ข ⋅ ๐‘‘๐‘ข = ๐‘™๐‘›|๐‘ ๐‘’๐‘ ๐‘ข| + ๐ถ
Integral of Cotangent
∫ ๐‘๐‘œ๐‘ก ๐‘ข โˆ™ ๐‘‘๐‘ข = ๐‘™๐‘›|๐‘ ๐‘–๐‘› ๐‘ข| + ๐ถ
Integral of ๐ฌ๐ž๐œ ๐’– ⋅ ๐ญ๐š๐ง ๐’–
∫ ๐‘ ๐‘’๐‘ ๐‘ข ⋅ ๐‘ก๐‘Ž๐‘› ๐‘ข ⋅ ๐‘‘๐‘ข = ๐‘ ๐‘’๐‘ ๐‘ข + ๐ถ
Integral of ๐œ๐ฌ๐œ ๐’– ⋅ ๐œ๐จ๐ญ ๐’–
∫ ๐‘๐‘ ๐‘ ๐‘ข ⋅ ๐‘๐‘œ๐‘ก ๐‘ข ⋅ ๐‘‘๐‘ข = − ๐‘๐‘ ๐‘ ๐‘ข + ๐ถ
Integral of
∫
๐Ÿ
√๐’‚๐Ÿ −๐’–๐Ÿ
1
√๐‘Ž2 − ๐‘ข2
โˆ™ ๐‘‘๐‘ข = ๐‘ ๐‘–๐‘›−1
๐‘ข
+๐ถ
๐‘Ž
๐Ÿ
Integral of ๐Ÿ ๐Ÿ
๐’‚ +๐’–
1
1
๐‘ข
−1
∫ 2
โˆ™
๐‘‘๐‘ข
=
๐‘ก๐‘Ž๐‘›
+๐ถ
๐‘Ž + ๐‘ข2
๐‘Ž
๐‘Ž
Integral of Secant
∫ ๐‘ ๐‘’๐‘ ๐‘ข โˆ™ ๐‘‘๐‘ข = ๐‘™๐‘›|๐‘ ๐‘’๐‘ ๐‘ข + ๐‘ก๐‘Ž๐‘› ๐‘ข| + ๐ถ
Integral of Cosecant
∫ ๐‘๐‘ ๐‘ ๐‘ข โˆ™ ๐‘‘๐‘ข = ๐‘™๐‘›|๐‘๐‘ ๐‘ ๐‘ข − ๐‘๐‘œ๐‘ก ๐‘ข| + ๐ถ
Integral of ๐ฌ๐ž๐œ ๐’–
๐Ÿ
∫ ๐‘ ๐‘’๐‘ 2 ๐‘ข ⋅ ๐‘‘๐‘ข = ๐‘ก๐‘Ž๐‘› ๐‘ข + ๐ถ
Integral of ๐œ๐ฌ๐œ ๐Ÿ ๐’–
Integral of
∫
๐Ÿ
|๐’–|√๐’–๐Ÿ −๐’‚๐Ÿ
1
|๐‘ข|√๐‘ข2 − ๐‘Ž2
โˆ™ ๐‘‘๐‘ข =
1
๐‘ข
๐‘ ๐‘’๐‘ −1 + ๐ถ
๐‘Ž
๐‘Ž
Integral of Hyperbolic Sine
∫ ๐‘ ๐‘–๐‘›โ„Ž ๐‘ข โˆ™ ๐‘‘๐‘ข = ๐‘๐‘œ๐‘ โ„Ž ๐‘ข + ๐ถ
Integral of Hyperbolic Cosine
∫ ๐‘๐‘œ๐‘ โ„Ž ๐‘ข โˆ™ ๐‘‘๐‘ข = ๐‘ ๐‘–๐‘›โ„Ž ๐‘ข + ๐ถ
∫ ๐‘๐‘ ๐‘ 2 ๐‘ข ⋅ ๐‘‘๐‘ข = −๐‘๐‘œ๐‘ก ๐‘ข + ๐ถ
Kyle Michael Sy
12th Update
20
Integration of Powers of Trigonometric Functions
Case 1
∫ ๐‘ ๐‘–๐‘›๐‘š ๐œƒ ๐‘๐‘œ๐‘  ๐‘› ๐œƒ ๐‘‘๐œƒ
Case 2
∫ ๐‘ ๐‘–๐‘›๐‘š ๐œƒ ๐‘๐‘œ๐‘  ๐‘› ๐œƒ ๐‘‘๐œƒ
Wherein:
m or n is an odd integer > 1
Use identity: Pythagorean identities:
sin2 ๐œƒ + cos 2 ๐œƒ = 1
Wherein:
m or n is a positive even integer
Use identity: Double-angle identities:
cos 2 ๐œƒ =
sin2 ๐œƒ =
1+cos 2๐œƒ
2
1−cos 2๐œƒ
2
sin ๐œƒ cos ๐œƒ =
Case 3
∫ ๐‘ก๐‘Ž๐‘›๐‘š ๐œƒ ๐‘ ๐‘’๐‘ ๐‘› ๐œƒ ๐‘‘๐œƒ
∫ ๐‘๐‘œ๐‘ก ๐‘š ๐œƒ ๐‘๐‘ ๐‘ ๐‘› ๐œƒ ๐‘‘๐œƒ
sin 2๐œƒ
2
Wherein:
n is an even integer > 2
Use identity: Pythagorean identities:
sec 2 ๐œƒ = tan2 ๐œƒ + 1
csc 2 ๐œƒ = cot 2 ๐œƒ + 1
Case 4
∫ ๐‘ก๐‘Ž๐‘›๐‘š ๐œƒ ๐‘ ๐‘’๐‘ ๐‘› ๐œƒ ๐‘‘๐œƒ
∫ ๐‘๐‘œ๐‘ก ๐‘š ๐œƒ ๐‘๐‘ ๐‘ ๐‘› ๐œƒ ๐‘‘๐œƒ
Wherein:
m and n are odd integers > 1
Use identity: Pythagorean identities:
sec 2 ๐œƒ = tan2 ๐œƒ + 1
csc 2 ๐œƒ = cot 2 ๐œƒ + 1
Case 5
∫ ๐‘ ๐‘–๐‘› ๐ด๐‘ฅ ๐‘๐‘œ๐‘  ๐ต๐‘ฅ ๐‘‘๐‘ฅ
Use identity: Sum and difference identities:
1
sin ๐ด๐‘ฅ cos ๐ต๐‘ฅ = [sin(๐ด − ๐ต) + sin(๐ด + ๐ต)]
2
∫ ๐‘๐‘œ๐‘  ๐ด๐‘ฅ ๐‘๐‘œ๐‘  ๐ต๐‘ฅ ๐‘‘๐‘ฅ
1
cos ๐ด๐‘ฅ cos ๐ต๐‘ฅ = [cos(๐ด − ๐ต) + cos(๐ด + ๐ต)]
2
1
∫ ๐‘ ๐‘–๐‘› ๐‘Ž๐‘ฅ ๐‘ ๐‘–๐‘› ๐‘๐‘ฅ ๐‘‘๐‘ฅ
Kyle Michael Sy
sin ๐ด๐‘ฅ sin ๐ต๐‘ฅ = [cos(๐ด − ๐ต) − cos(๐ด + ๐ต)]
2
12th Update
21
Definite Integrals
Wallis Formula
2
2
(๐‘š
(๐‘›
[ − 1)(๐‘š − 3) … or] [ − 1)(๐‘› − 3) … or]
๐œ‹
2
1
1 โˆ™๐›ผ
∫ sin๐‘š ๐œƒ cos n ๐œƒ ๐‘‘๐œƒ =
2
0
(๐‘š + ๐‘›)(๐‘š + ๐‘› − 2)(๐‘š + ๐‘› − 4) … or
1
๐œ‹
Wherein: ๐›ผ = if m and n are both even
2
๐›ผ = 1 if otherwise
Propositional Calculus
Logical Equivalences
Identity Law
๐‘∧๐‘‡ ⇔๐‘
๐‘∨๐น ⇔๐‘
Domination Law
๐‘∨๐‘‡ ⇔๐‘‡
๐‘∧๐น ⇔๐น
Idempotent Law
๐‘∧๐‘⇔๐‘
Double Negation
¬(¬๐‘) ⇔ ๐‘
Commutative Law
๐‘∧๐‘ž ⇔๐‘ž∧๐‘
Kyle Michael Sy
๐‘∨๐‘ž ⇔๐‘ž∨๐‘
Associative Law
(๐‘ ∧ ๐‘ž) ∧ ๐‘Ÿ ⇔ ๐‘ ∧ (๐‘ž ∧ ๐‘Ÿ)
(๐‘ ∨ ๐‘ž) ∨ ๐‘Ÿ ⇔ ๐‘ ∨ (๐‘ž ∨ ๐‘Ÿ)
Distributive Law
๐‘ ∨ (๐‘ž ∧ ๐‘Ÿ) ⇔ (๐‘ ∨ ๐‘ž) ∧ (๐‘ ∨ ๐‘Ÿ)
๐‘ ∧ (๐‘ž ∨ ๐‘Ÿ) ⇔ (๐‘ ∧ ๐‘ž) ∨ (๐‘ ∧ ๐‘Ÿ)
De Morgan’s Law
¬(๐‘ ∧ ๐‘ž) ⇔ ¬๐‘ ∨ ¬๐‘ž
¬(๐‘ ∨ ๐‘ž) ⇔ ¬๐‘ ∧ ¬๐‘ž
Absorption Law
๐‘ ∨ (๐‘ ∧ ๐‘ž) ⇔ ๐‘
12th Update
22
๐‘ ∧ (๐‘ ∨ ๐‘ž) ⇔ ๐‘
Negation Law
๐‘ ∨ ¬๐‘ ⇔ ๐‘‡
๐‘ ∧ ¬๐‘ ⇔ ๐น
Basic and Derived Argument Forms
Modus Ponens
((๐‘ →) ∧ ๐‘) ⇔ ๐‘ž
Modus Tollens
((๐‘ →) ∧ −๐‘ž) ⇔ −๐‘
Hypothetical Syllogism
Disjunctive Syllogism
Constructive Dilemma
Destructive Dilemma
Bi-directional Dilemma
Simplification
Conjunction
Addition
Composition
De Morgan’s Theorem
Commutative
Associative
Double Negation
Transposition
Material Implication
Material Equivalence
Exportation
Importation
Tautology
Kyle Michael Sy
12th Update
23
CHEMISTRY
August 3, 2017
Kyle Michael Sy
12th Update
24
Chemical Kinetics
Rate Law
Reaction Rate
โˆ†[๐ถ๐‘ฃ + ]
๐‘Ÿ๐‘Ž๐‘ก๐‘’ =
โˆ†๐‘ก
Wherein: โˆ†[Cv + ] change in concentration of Cv+
โˆ†๐‘ก change in time
Overall Rate of the Reaction
For any general reaction:
๐‘Ž๐ด + ๐‘๐ต → ๐‘๐ถ + ๐‘‘๐ท
The overall rate of the reaction is:
๐‘Ÿ๐‘Ž๐‘ก๐‘’ = −
1 โˆ†[๐ด]
1 โˆ†[๐ต]
1 โˆ†[๐ถ]
1 โˆ†[๐ท]
=−
=+
=+
๐‘Ž โˆ†๐‘ก
๐‘ โˆ†๐‘ก
๐‘ โˆ†๐‘ก
๐‘‘ โˆ†๐‘ก
Reactants decrease with
time. Thus the negative sign.
Products increase with time.
Thus the positive sign.
Rate Law
๐‘Ÿ๐‘Ž๐‘ก๐‘’ = ๐‘˜[๐ด]๐‘š [๐ต]๐‘› …
[๐ด]๐‘š [๐ต]๐‘› …
๐‘Ÿ๐‘Ž๐‘ก๐‘’
Wherein: ๐‘˜ is the rate constant
๐‘˜=
๐‘š, ๐‘› is the order for ๐‘Ž and ๐‘, respectively
๐‘š + ๐‘› + โ‹ฏ is the overall order of the reaction
Integrated Rate Law
First-Order Reaction
๐‘™๐‘›[๐ด]๐‘ก = −๐‘˜๐‘ก + ๐‘™๐‘›[๐ด]0
Kyle Michael Sy
12th Update
25
Half Life
First-Order Reaction
0.693
๐‘ก1 =
๐‘˜
2
Temperature and Reaction Rate
Arrhenius Equation
๐ธ๐‘Ž
๐‘˜ = ๐ด ⋅ ๐‘’ −๐‘…⋅๐‘‡
Wherein: ๐ธ๐‘Ž is the activation energy
๐‘… is the gas constant (8.3145 J K-1 mol-1)
๐‘‡ is a kelvin unit
๐ด is the frequency factor
Determining Activation Energy
๐ธ๐‘Ž 1
๐‘™๐‘› ๐‘˜ = (− ) ( ) + ๐‘™๐‘› ๐ด
๐‘… ๐‘‡
Kyle Michael Sy
12th Update
26
Chemical Equilibrium
Equilibrium Constant
General Reaction
๐‘Ž๐ด + ๐‘๐ต → ๐‘๐ถ + ๐‘‘๐ท
๐‘˜๐‘“๐‘œ๐‘Ÿ๐‘ค๐‘Ž๐‘Ÿ๐‘‘ [๐ถ]๐‘ [๐ท]๐‘‘
๐พ๐‘ =
=
[๐ด]๐‘Ž [๐ต]๐‘
๐‘˜๐‘Ÿ๐‘’๐‘ฃ๐‘’๐‘Ÿ๐‘ ๐‘’
Combined Reaction
๐พ๐‘ = ๐พ๐‘ (๐‘ ๐‘ก๐‘’๐‘ 1) ⋅ ๐พ๐‘ (๐‘ ๐‘ก๐‘’๐‘ 2)
Equilibrium Constants in Terms of P
Gas-Phase Reaction
๐‘Ž๐ด(๐‘”) + ๐‘๐ต(๐‘”) → ๐‘๐ถ(๐‘”) + ๐‘‘๐ท(๐‘”)
๐‘ƒ๐ถ๐‘ ⋅ ๐‘ƒ๐ถ๐‘‘
๐พ๐‘ = ๐‘Ž ๐‘
๐‘ƒ๐ด ⋅ ๐‘ƒ๐ต
Wherein: ๐พ๐‘ is pressure-based
General
๐พ๐‘ = ๐พ๐‘ ⋅ (๐‘… ⋅ ๐‘‡)โˆ†๐‘›๐‘”๐‘Ž๐‘ 
โˆ†๐‘›๐‘”๐‘Ž๐‘  = ๐‘›๐‘”๐‘Ž๐‘ ๐‘’๐‘œ๐‘ข๐‘  ๐‘๐‘Ÿ๐‘œ๐‘‘๐‘ข๐‘๐‘ก๐‘  − ๐‘›๐‘”๐‘Ž๐‘ ๐‘’๐‘œ๐‘ข๐‘  ๐‘Ÿ๐‘’๐‘Ž๐‘๐‘ก๐‘Ž๐‘›๐‘ก๐‘ 
= (๐‘ + ๐‘‘) − (๐‘Ž + ๐‘)
Reaction Quotient
[C]c [D]d
Q=
[A]a [B]b
Kyle Michael Sy
Note:
๐พ๐‘ = ๐‘„ whenever a
system is at equilibrium
12th Update
27
Acids and Bases
Autoionization of Water
General
๐พ๐‘ค = [๐ป3 ๐‘‚+ ][๐‘‚๐ป− ]
At Room Temperature (25° Celsius)
๐พ๐‘ค = 1.14 × 10−14
pH Scale
Note:
A pH > 7.00 is more basic
A pH < 7.00 is more acidic
๐‘๐ป = −๐‘™๐‘œ๐‘”10 [๐ป3 ๐‘‚+ ]
pOH Scale
๐‘๐‘‚๐ป = −๐‘™๐‘œ๐‘”10 [๐‘‚๐ป − ]
Concentration Constant
๐‘๐พ๐‘ค = ๐‘๐ป + ๐‘๐‘‚๐ป = 14.00
Acid Ionization Constant
When an acid ionizes in water:
๐ป๐ด (๐‘Ž๐‘ž) + ๐ป2 ๐‘‚(๐‘™) → ๐ป3 ๐‘‚+ (๐‘Ž๐‘ž) + ๐ด− (๐‘Ž๐‘ž)
The acid ionization constant is used to report the degree of ionization:
[๐ด− ] ⋅ [๐ป3 ๐‘‚+ ]
๐พ๐‘Ž =
[๐ป๐ด]
Per Cent Ionization
Note:
Strong acids have large ๐พ๐‘Ž values
Weak acids have small ๐พ๐‘Ž values
๐‘ฅ
% ๐‘–๐‘œ๐‘›๐‘–๐‘ง๐‘’๐‘‘ = (
) ⋅ 100%
0.100
Kyle Michael Sy
12th Update
28
Additional Aqueous Equilibria
Henderson-Hasselbalch Equation
[๐ด− ]
๐‘๐ป = ๐‘๐พ๐‘Ž + ๐‘™๐‘œ๐‘”
[๐ป๐ด]
Wherein: ๐‘๐ป = ๐‘๐พ๐‘Ž when [๐ป๐ด] = [๐ด− ]
Modified Henderson-Hasselbalch Equation
Buffer + Acid (A)
๐‘๐ป = ๐‘๐พ๐‘Ž + ๐‘™๐‘œ๐‘”
๐‘−๐ด
๐‘Ž+๐ด
๐‘๐ป = ๐‘๐พ๐‘Ž + ๐‘™๐‘œ๐‘”
๐‘๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘  − ๐ด๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘ 
๐‘Ž๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘  + ๐ด๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘ 
Buffer + Base (B)
๐‘๐ป = ๐‘๐พ๐‘Ž + ๐‘™๐‘œ๐‘”
๐‘+๐ต
๐‘Ž+๐ต
๐‘๐ป = ๐‘๐พ๐‘Ž + ๐‘™๐‘œ๐‘”
๐‘๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘  − ๐ต๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘ 
๐‘Ž๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘  + ๐ต๐‘›๐‘œ. ๐‘š๐‘œ๐‘™๐‘’๐‘ 
Solubility Product Constant
๐ด๐‘”๐ถ๐‘™ (๐‘ ) ↔ ๐ด๐‘”+ (๐‘Ž๐‘ž) + ๐ถ๐‘™ − (๐‘Ž๐‘ž)
๐พ๐‘ ๐‘ = [๐ด๐‘”+ ][๐ถ๐‘™− ]
Kyle Michael Sy
12th Update
29
ELECTROMAGNETISM
Kyle Michael Sy
12th Update
30
Electric Field
General Formulas
๐น๐‘’ = ๐ธ๐‘ž
๐ธ=๐‘˜
๐‘ž
๐‘Ÿ2
๐‘Ž=
Charge Densities
Surface
Line
๐‘ž๐ธ
๐‘š
Volume
๐œ†=
๐‘„
๐‘™
๐œŽ=
๐‘„
๐ด
๐œŒ=
๐‘„
๐‘‰
๐œ†=
๐‘‘๐‘„
๐‘‘๐‘™
๐œŽ=
๐‘‘๐‘„
๐‘‘๐ด
๐œŒ=
๐‘‘๐‘„
๐‘‘๐‘‰
๐‘‘๐‘„ = ๐œ†๐‘‘๐‘™
๐‘‘๐‘„ = ๐œŽ๐‘‘๐ด
๐‘‘๐‘„ = ๐œŒ๐‘‘๐‘‰
Other Equations for Electric Field
Ring with Uniform Charge
๐‘ž๐‘ฅ
๐ธ = ๐‘˜๐‘’
3
(๐‘ฅ 2 + ๐‘Ž2 )2
Rod
๐ธ=
๐‘˜๐‘’ ๐‘„
๐‘Ž(๐‘™ + ๐‘Ž)
Disk with Uniform Charge
๐‘ฅ
๐ธ = 2๐œ‹๐‘˜๐‘’ ๐œŽ (1 −
)
√๐‘ฅ 2 + ๐‘Ÿ 2
Kyle Michael Sy
Infinite Plane Disk
๐œŽ
๐ธ=
2๐œ€0
Electric Field at the Surface of a
Charged Conductor
๐œŽ
๐ธ=
๐œ€0
Electric Field at the Center between
Two Dipoles
๐œŽ
๐ธ=
๐œ€0
12th Update
31
Electric Flux
General Formula
๐›ท = ๐ธ๐ด
Gaussian Sphere (r = a)
๐‘„
๐ธ = ๐‘˜๐‘’ 2
๐‘Ž
๐›ท = ๐ธ๐ด ๐‘๐‘œ๐‘  ๐œƒ
Gauss’s Law
a
๐›ท = โˆฎ ๐ธ ⋅ ๐‘‘๐ด =
๐‘ž๐‘–๐‘›
๐œ€0
Gaussian Sphere (r > a)
๐‘ž๐‘–๐‘›
๐ธ=
๐œ€0
r
Conducting Sphere (r < R)
๐ธ=0
a
R
r
r
Gaussian Sphere (r < a)
๐‘„๐‘Ÿ
๐ธ = ๐‘˜๐‘’ 3
๐‘Ž
Conducting Sphere (r > R)
๐‘ž
๐ธ = ๐‘˜๐‘’ 2
๐‘Ÿ
R
a
r
Kyle Michael Sy
r
12th Update
32
Sphere inside a Conducting
Spherical Shell (r<a)
๐ธ = ๐‘˜๐‘’
๐‘„๐‘Ÿ
๐‘Ž2
Sphere inside a Conducting
Spherical Shell (r<c, r<b)
๐‘„
๐ธ = ๐‘˜๐‘’ 2
๐‘Ÿ
c
c
b
a
r
b
a
r
Sphere inside a Conducting
Spherical Shell (b<r<c)
๐ธ=0
c
b
a
Sphere inside a Conducting
Spherical Shell (r>c)
๐‘ž๐‘–๐‘›
๐ธ = ๐‘˜๐‘’ 2
๐‘Ÿ
c
r
b
a
r
Electric Potential Energy
General Formula
๐‘„๐‘ž
๐‘ˆ = ๐‘˜๐‘’
๐‘Ÿ
Electric Potential Energy with
Several Point Charges
๐‘›
๐‘ˆ = ๐‘˜๐‘’ ๐‘ž ∑
๐‘–=1
๐‘ž๐‘–
๐‘Ÿ๐‘–
Electric Potential
General Formula
๐‘ˆ
๐‘‰=
๐‘ž
Kyle Michael Sy
Potential Due to a Continuous
Distribution of Charge
๐‘‘๐‘ž
๐‘‰ = ๐‘˜๐‘’ ∫
๐‘Ÿ
12th Update
33
Electrical Work
General Formula
๐ต
๐‘Š = ∫ ๐น ⋅ ๐‘‘๐‘™
๐‘Š = ∫|๐น| ๐‘๐‘œ๐‘ (๐œƒ) ⋅ ๐‘‘๐‘ 
๐ด
Kyle Michael Sy
12th Update
34
Capacitors and Capacitance
Spherical Capacitor
Potential
๐‘‰๐‘Ž๐‘ = (
Capacitance
๐‘„
๐‘Ÿ๐‘ − ๐‘Ÿ๐‘Ž
)(
)
4๐œ‹๐œ–0
๐‘Ÿ๐‘Ž ๐‘Ÿ๐‘
๐ถ = (4๐œ‹๐œ–0 ) (
๐‘Ÿ๐‘Ž ๐‘Ÿ๐‘
)
๐‘Ÿ๐‘ − ๐‘Ÿ๐‘Ž
Cylindrical Capacitor
Potential
๐‘‰๐‘Ž๐‘ = (
๐œ†
๐‘Ÿ0
) (๐‘™๐‘› )
2๐œ‹๐œ–0
๐‘Ÿ
Capacitance
2๐œ‹๐œ–0 ๐‘™
๐ถ=
๐‘Ÿ
๐‘™๐‘› ๐‘
๐‘Ÿ๐‘Ž
Capacitance in a Circuit
Capacitance in Series
1
1
1
1
= + + +โ‹ฏ
๐ถ๐‘’๐‘ž ๐ถ1 ๐ถ2 ๐ถ3
Capacitance in Parallel
๐ถ๐‘’๐‘ž = ๐ถ1 + ๐ถ2 + ๐ถ3 + โ‹ฏ
Energy Stored in a Capacitor
Work needed to Transfer Charge
from one Plate to Another
๐‘„2
๐‘Š=
2๐ถ
Work done in Charging the
Capacitor
1
๐‘ˆ = ๐ถ(โˆ†๐‘‰)2
2
Dielectrics
Insulators
๐ด
๐ถ = ๐œ–0
๐‘‘
๐ถ=
๐‘„
๐‘‰
๐พ=
๐ถ
๐ถ0
Kyle Michael Sy
12th Update
35
Induced Charge and Polarization
With Dielectric
๐œŽ − ๐œŽ๐‘–
๐ธ=
๐œ–0
Without Dielectric
๐œŽ
๐ธ=
๐œ–0
Charging Capacitor
1
Charging Capacitor
๐œ€
๐‘ž
๐‘–= −
๐‘… ๐‘…๐ถ
q(t) = Q max (1 − e−τ )
Instantaneous Charge
๐‘ž(๐‘ก) = ๐‘„๐‘š๐‘Ž๐‘ฅ (1 −
1
๐‘’ −๐‘…๐ถ )
Instantaneous Current
๐œ€ −1
๐œ(๐‘ก) = ๐‘’ ๐‘…๐ถ
๐‘…
Discharging Capacitor
๐‘ž(๐‘ก) = ๐‘„๐‘– โˆ™
๐‘ก
−
๐‘…๐ถ
๐‘’
๐œ(๐‘ก) = −
๐‘„๐‘– − ๐‘ก
โˆ™ ๐‘’ ๐‘…๐ถ
๐‘…๐ถ
Ohm’s Law
General Formula
๐‘‰ = ๐ผ๐‘…
Conductivity
๐ฝ = ๐œŽ๐ธ
Resistance and Resistivity
General Formula
๐‘‰
๐‘…=
๐ผ
Resistivity
1
๐œŒ=
๐œŽ
Kyle Michael Sy
1
๐‘… = ๐œŒ( )
๐ด
๐‘™
๐‘… = ๐œŒ( )
๐‘Ž
12th Update
36
Resistance of a Hollow Cylinder of
Silicon
๐œŒ
๐‘Ÿ๐‘
๐‘…=
โˆ™ ๐‘™๐‘› ( )
2๐œ‹๐‘™
๐‘Ÿ๐‘Ž
Resistance at a Given Temperature
๐‘… = ๐‘…0 [1 + ๐›ผ(๐‘‡ − ๐‘‡0 )]
Internal Resistance
๐œ€ − ๐‘ฃ๐‘Ž๐‘
๐‘…=
๐ผ
Temperature Coefficient for
Resistivity
1 โˆ†๐œŒ
๐›ผ= โˆ™
๐œŒ โˆ†๐‘‡
Electrical Power
General Formula
๐‘Š
๐‘ƒ=
๐‘ก
๐‘ƒ = ๐ผ๐‘‰๐‘Ž๐‘
Power Output of a Source
๐‘ƒ = ๐œ€๐ผ − ๐ผ 2 ๐‘Ÿ
Power Input to a Source
๐‘ƒ = ๐œ€๐ผ + ๐ผ 2 ๐‘…
Power Input to a Pure Resistance
2
๐‘‰๐‘Ž๐‘
๐‘ƒ=
๐‘…
Current
General Formula
๐‘ž
๐ผ=
๐‘ก
Drift Velocity
๐ผ = ๐‘›๐‘ž๐‘‰๐‘‘ ๐ด
Vector Current Density
๐‘›๐‘ž 2 ๐ธ
๐ฝ=(
)๐œ
๐‘š
๐ฝ=
๐ผ
๐ด
Next Section
Kyle Michael Sy
12th Update
37
GEOMETRY
January 23, 2018
Kyle Michael Sy
12th Update
38
Variables and Symbols
1. A - Area
6. b - Base
2. l - Length
7. s - Slope length
3. w - Width
8. r - Radius
4. h - Height
9. d - Diagonal length
5. a - Side length
Surface Area
3-Dimensional Objects
Cuboid
๐ด = 2(๐‘™๐‘ค + ๐‘คโ„Ž + โ„Ž๐‘™)
Right Prism
๐ด = ๐‘โ„Ž + 2๐‘™๐‘  + ๐‘™๐‘
Cube
๐ด = 6๐‘Ž2
Cylinder
๐ด = 2๐œ‹๐‘Ÿ(๐‘Ÿ + โ„Ž)
Right Pyramid
2
๐‘ค 2
๐‘™
๐ด = ๐‘™๐‘ค + ๐‘™ √( ) + โ„Ž2 + ๐‘ค √( ) + โ„Ž2
2
2
Sphere
๐ด = 4๐œ‹๐‘Ÿ 2
Cone
๐ด = ๐œ‹๐‘Ÿ(๐‘™ + ๐‘Ÿ)
2-Dimensional Objects
Square
๐ด = ๐‘™2
Parallelogram
๐ด = ๐‘โ„Ž
Rectangle
๐ด=๐‘™×๐‘ค
Circle
๐ด = ๐œ‹๐‘Ÿ 2
Sector
Triangle
1
A = bh
2
Kyle Michael Sy
θ
A=(
) πr 2
360
Trapezoid
1
๐ด = (๐‘Ž + ๐‘)โ„Ž
2
Rhombus
1
๐ด = ๐‘‘1 ๐‘‘2
2
12th Update
39
Volume
Cuboid
๐‘‰ = ๐‘™๐‘โ„Ž
Cylinder
๐‘‰ = ๐œ‹๐‘Ÿ 2 โ„Ž
Cube
๐‘‰ = ๐‘Ž3
Right Pyramid
๐‘™๐‘คโ„Ž
๐‘‰=
3
Right Prism
1
๐‘‰ = ๐‘๐‘™โ„Ž
2
Kyle Michael Sy
Cone
1
๐‘‰ = ๐œ‹๐‘Ÿ 2 โ„Ž
3
Sphere
4
๐‘‰ = ๐œ‹๐‘Ÿ 3
3
12th Update
40
MECHANICS
Kyle Michael Sy
12th Update
41
Variables and Symbols
v - Velocity
Fg - Gravitational force
vx/vy
Fe - Electric force
-Velocity at a given
point/height
Fs - Static friction force
vox/voy
Fk - Kinetic friction force
- Initial velocity
d - Distance
μs - Coefficient of static friction
t - Time
μk - Coefficient of kinetic friction
r - Radius
G - Gravitational constant
a - Acceleration
k - Coulomb’s constant
ax - Acceleration at a point
q - Electric charge
x - Displacement
ε0 - Permittivity of free space
xo - Starting point
E - Electric field
g - Gravitational acceleration
W - Work
m - Mass
PE/U
F - Force
KE- Kinetic energy
Fn - Normal force
p - Momentum
- Potential energy
Rectilinear Motion
Constant Linear Acceleration
Equation 1
๐‘ฃ๐‘ฅ = ๐‘ฃ๐‘œ๐‘ฅ + ๐‘Ž๐‘ฅ ๐‘ก
Equation 3
๐‘ฃ๐‘ฅ 2 = ๐‘ฃ๐‘œ๐‘ฅ 2 + 2๐‘Ž๐‘ฅ ⋅ (๐‘ฅ − ๐‘ฅ๐‘œ )
Equation 2
Equation 4
1
๐‘ฅ = ๐‘ฅ๐‘œ + ๐‘ฃ๐‘œ๐‘ฅ ๐‘ก + ๐‘Ž๐‘ฅ ๐‘ก 2
2
๐‘ฅ − ๐‘ฅ๐‘œ = (
๐‘ฃ๐‘œ๐‘ฅ + ๐‘ฃ๐‘ฅ
)⋅๐‘ก
2
Velocity
Kyle Michael Sy
12th Update
42
Velocity of an Object Traversing a
Circular Path
2๐œ‹๐‘Ÿ
๐‘ฃ=
๐‘ก
General Equation
๐‘‘
๐‘ฃ=
๐‘ก
Acceleration
Instantaneous Acceleration
dv dx
=
⋅( )
dt dt
d2 x
= 2
dt
Average Acceleration
๐›ฅ๐‘ฃ
๐‘Ž=
๐›ฅ๐‘ก
Uniform Circular Acceleration
Circular Acceleration
๐‘ฃ2
๐‘Ž=
๐‘Ÿ
a=
4π2 r
t
Rotational Motion of a Rigid Body
Angular Coordinate
๐‘ 
๐œƒ=
๐‘Ÿ
Constant Angular Acceleration
Equation 1
๐œ”๐‘ง = ๐œ”0๐‘ง + ๐›ผ๐‘ง ๐‘ก
Equation 3
2
๐œ”๐‘ง2 = ๐œ”0๐‘ง
+ 2๐›ผ๐‘ง (๐œƒ − ๐œƒ0 )
Equation 2
1
๐œƒ = ๐œƒ0 + ๐œ”0๐‘ง ๐‘ก + ๐›ผ๐‘ง ๐‘ก 2
2
Equation 4
1
๐œƒ − ๐œƒ0 = (๐œ”0๐‘ง + ๐œ”๐‘ง )๐‘ก
2
Velocity
Kyle Michael Sy
12th Update
43
Instantaneous Angular Velocity
๐›ฅ๐œƒ ๐‘‘๐œƒ
๐œ”๐‘ง = ๐‘™๐‘–๐‘š
=
๐›ฅ๐‘ก→0 ๐›ฅ๐‘ก
๐‘‘๐‘ก
Average Angular Velocity
๐›ฅ๐œƒ
๐œ”๐‘Ž๐‘ฃ−๐‘ง =
๐›ฅ๐‘ก
Linear Speed of a Point
๐‘ฃ = ๐‘Ÿ๐œ”
Acceleration
Average Angular Acceleration
๐œ”2๐‘ง − ๐œ”1๐‘ง ๐›ฅ๐œ”๐‘ง
๐›ผ๐‘Ž๐‘ฃ−๐‘ง =
=
๐‘ก2 − ๐‘ก1
๐›ฅ๐‘ก
[Linear] Tangential Acceleration
๐‘‘๐‘ฃ
๐‘‘๐œ”
๐‘Ž๐‘ก๐‘Ž๐‘› =
=๐‘Ÿ
= ๐‘Ÿ๐›ผ
๐‘‘๐‘ก
๐‘‘๐‘ก
Instantaneous Angular Acceleration
๐›ฅ๐œ”๐‘ง ๐‘‘๐œ”๐‘ง
๐›ผ๐‘ง = ๐‘™๐‘–๐‘š
=
๐›ฅ๐‘ก→0 ๐›ฅ๐‘ก
๐‘‘๐‘ก
[Linear] Centripetal Acceleration
๐‘ฃ2
๐‘Ž๐‘Ÿ๐‘Ž๐‘‘ =
= ๐œ”2 ๐‘Ÿ
๐‘Ÿ
Energy
Rotational Kinetic Energy
1
1
๐พ = (๐‘š1 ๐‘Ÿ12 + ๐‘š2 ๐‘Ÿ22 + โ‹ฏ + ๐‘š๐‘– ๐‘Ÿ๐‘–2 )๐œ”2 = (∑ ๐‘š๐‘– ๐‘Ÿ๐‘–2 ) ๐œ”2
2
2
๐‘–
1
๐พ = ๐ผ๐œ”2
2
Gravitational Potential Energy for an Extended Body
๐‘ˆ = ๐‘€๐‘”๐‘ฆ๐‘๐‘š
๐‘ˆ = (๐‘š1 ๐‘ฆ1 + ๐‘š2 ๐‘ฆ2 + โ‹ฏ + ๐‘š๐‘– ๐‘ฆ๐‘– )๐‘”
Moment of Inertia
Standard Formula
๐ผ = ๐‘š1 ๐‘Ÿ12 + ๐‘š2 ๐‘Ÿ22 + โ‹ฏ + ๐‘š๐‘– ๐‘Ÿ๐‘–2 = ∑ ๐‘š๐‘– ๐‘Ÿ๐‘–2
๐‘–
Kyle Michael Sy
12th Update
44
Slender Rod, Axis through Center
1
๐ผ=
๐‘€๐ฟ2
12
Hollow Cylinder
1
๐ผ = ๐‘€(๐‘…12 + ๐‘…22 )
2
Slender Rod, Axis through one end
1
๐ผ = ๐‘€๐ฟ2
3
Solid Cylinder
1
๐ผ = ๐‘€๐‘…2
2
Rectangular Plane, Axis through
Center
1
๐ผ=
๐‘€(๐‘Ž2 + ๐‘ 2 )
12
Thin-walled Hollow Cylinder
๐ผ = ๐‘€๐‘…2
Thin Rectangular Plane, Axis along
Edge
1
๐ผ = ๐‘€๐‘Ž2
3
Solid Sphere
2
๐ผ = ๐‘€๐‘…2
5
Thin-walled Hollow Sphere
2
๐ผ = ๐‘€๐‘…2
3
Parallel Axis Theorem
๐ผ๐‘ƒ = ๐ผ๐‘๐‘š + ๐‘€๐‘‘ 2
Projectile
X-Component
Position on the x-axis
๐‘ฅ = ๐‘ฅ๐‘œ + ๐‘ฃ๐‘ฅ๐‘œ ๐‘ก
Vertically Launched Projectile
๐‘ฃ๐‘ฅ๐‘œ = ๐‘ฃ๐‘œ ๐‘๐‘œ๐‘  ๐œƒ
Time
๐‘‡ = 2(๐‘ก๐‘š๐‘Ž๐‘ฅ ๐ป )
Kyle Michael Sy
12th Update
45
Y-Component
Time
General Equations
1
๐‘ฆ = ๐‘ฆ๐‘œ + ๐‘ฃ๐‘ฆ๐‘œ ๐‘ก + ๐‘”๐‘ก 2
2
๐‘ก๐‘š๐‘Ž๐‘ฅ ๐ป =
๐‘ฃ๐‘ฆ 2 = ๐‘ฃ๐‘ฆ๐‘œ ๐‘ก + 2๐‘”โˆ†๐‘ฆ
๐‘ฃ๐‘ฆ − ๐‘ฃ๐‘ฆ๐‘œ
๐‘”
Vertically Launched Projectile
๐‘ฃ๐‘ฆ๐‘œ = ๐‘ฃ๐‘œ ๐‘ ๐‘–๐‘› ๐œƒ
๐‘ฃ๐‘ฆ = ๐‘ฃ๐‘ฆ๐‘œ + ๐‘”๐‘ก
Force
General Formulas
Force
๐น = ๐‘š๐‘Ž
Weight
๐‘ค = ๐‘š๐‘”
Centripetal Force
๐‘š๐‘ฃ 2
๐น=
๐‘Ÿ
Friction
Static Friction
๐น๐‘ ,๐‘š๐‘Ž๐‘ฅ
๐น๐‘› =
๐œ‡๐‘ 
Kinetic Friction
๐น๐‘˜
๐น๐‘› =
๐œ‡๐‘˜
Charge
Newton’s Universal Law of
Gravitation
๐‘š1 ๐‘š2
๐น๐‘” = ๐บ
๐‘Ÿ2
Coulomb’s Law
|๐‘ž1 ๐‘ž2 |
๐น๐‘’ = ๐‘˜
๐‘Ÿ2
๐‘˜=
1
4๐œ‹๐œ€0
Electric Field
General Formula
๐น๐‘’ = ๐ธ๐‘ž
Kyle Michael Sy
12th Update
46
Work and Energy
General Formula
๐‘Š = ๐น๐‘‘
๐‘Š = ๐น๐‘‘ ๐‘๐‘œ๐‘  ๐œƒ
Kinetic Energy
1
๐พ = ๐‘š๐‘ฃ 2
2
Potential Energy
๐‘ˆ = ๐‘š๐‘”โ„Ž
Mechanical Energy
๐‘€๐ธ = ๐พ + ๐‘ˆ
Momentum
General Formulas
๐‘ = ๐‘š๐‘ฃ
โˆ†๐‘ = ๐นโˆ†๐‘ก
Kyle Michael Sy
12th Update
47
STATISTICS
August 9, 2018
Kyle Michael Sy
12th Update
48
Descriptive Statistics
Measures of Center
Mean of a Sample
∑๐‘›๐‘–=1 ๐‘ฅ๐‘–
ฬ…
๐‘‹=
๐‘›
Mean of a Population
∑๐‘
๐‘–=1 ๐‘ฅ๐‘–
๐œ‡ฬ… =
๐‘
Range
๐‘…๐‘Ž๐‘›๐‘”๐‘’ = ๐‘š๐‘Ž๐‘ฅ − ๐‘š๐‘–๐‘›
Standard Deviation
Measures of Spread
Variance
๐‘›
∑๐‘–=1(๐‘‹๐‘– − ๐‘‹ฬ…)2
๐‘ 2 =
๐‘›−1
๐‘›
∑๐‘–=1(๐‘‹๐‘– − ๐‘‹ฬ…)2
√
๐‘ =
๐‘›−1
Coefficient of Variation
๐‘ 
๐‘๐‘ฃ = ( ) โˆ™ 100%
๐‘‹ฬ…
Measure of Relative Position
*Section under construction*
*Still Googling the formulas*
Measure of Skewness
Skewness (Pearson’s Second Skewness Coefficient)
3(๐‘‹ฬ… − ๐‘€๐‘’)
๐‘†๐‘˜ =
๐‘ 
Measure of Kurtosis
*Still Googling the formulas, hoping you don’t need this yet ๐Ÿ˜Š*
Kyle Michael Sy
12th Update
49
Sample Size
Sample Size for p (Proportion)
๐‘๐›ผ2 โˆ™ ๐‘๐‘ž
๐‘›= 2 2
๐‘’
Sample Size for μ (Mean)
๐‘๐›ผ โˆ™ ๐œŽ 2
๐‘›=( 2 )
๐‘’
Point Estimation
Point Estimator for μ1-μ2
Related Samples
∑๐‘›๐‘–=1 ๐‘‘๐‘–
ฬ…
๐‘‘=
๐‘›
Independent Samples
๐‘ฅ1 − ๐‘ฅ2
Other Point Estimators
p1-p2
๐‘1 − ๐‘2
Interval Estimation
Mean (μ)
Proportion (p)
๐‘ฅ
๐‘=
๐‘›
๐‘›
๐‘ฅฬ… = ∑ ๐‘‹๐‘–
๐‘–=1
Confidence Interval for μ1-μ2
๐ˆ๐Ÿ๐Ÿ and ๐ˆ๐Ÿ๐Ÿ Known
[(๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) − ๐‘’, (๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) + ๐‘’]
Wherein: ๐‘’ = ๐‘๐‘Ž √
2
๐œŽ12
๐‘›1
+
๐œŽ22
๐‘›2
๐ˆ๐Ÿ๐Ÿ and ๐ˆ๐Ÿ๐Ÿ Unknown, and ๐’๐Ÿ , ๐’๐Ÿ Large
2
2
[(๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) − ๐‘’, (๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) + ๐‘’] Wherein: ๐‘’ = ๐‘๐‘Ž √ ๐‘ 1 + ๐‘ 2
2
๐‘›1
๐‘›2
๐ˆ๐Ÿ๐Ÿ and ๐ˆ๐Ÿ๐Ÿ Unknown but Assumed Equal
1
[(๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) − ๐‘’, (๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) + ๐‘’] Wherein: ๐‘’ = ๐‘ก๐‘Ž(๐‘› +๐‘› −2) √๐‘ ๐‘2 ( +
1
2
๐‘›1
2
๐‘ ๐‘2 =
๐ˆ๐Ÿ๐Ÿ
and
Unknown and Assumed Unequal
[(๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) − ๐‘’, (๐‘ฅฬ…1 − ๐‘ฅฬ…2 ) + ๐‘’]
๐ˆ๐Ÿ๐Ÿ
Kyle Michael Sy
1
๐‘›2
)
(๐‘›1 −1)๐‘ 12 +(๐‘›2 −1)๐‘ 22
๐‘›1 +๐‘›2 −2
12th Update
Wherein: ๐‘’ = ๐‘ก๐‘Ž(๐‘ฃ) √
2
2
๐‘ฃ=
Related Samples
[๐‘‘ฬ… − ๐‘’, ๐‘‘ฬ… + ๐‘’]
Wherein: ๐‘’ = ๐‘ก๐‘Ž,๐‘ฃ
2
๐‘†๐‘‘
๐‘ 12
๐‘›1
+
๐‘ 22
50
๐‘›2
2 2
๐‘ 
๐‘ 
( 1+ 2)
๐‘›1 ๐‘›2
2
2
๐‘ 2
๐‘ 2
(๐‘›1 )
(๐‘›2 )
1
2
+
๐‘›1 −1 ๐‘›2 −1
√๐‘›
v = degrees of freedom = n-1
Confidence Interval for p1-p2
Sufficiently Large ๐’๐Ÿ and ๐’๐Ÿ
[(๐‘1 − ๐‘2 ) − ๐‘’, (๐‘1 − ๐‘2 ) + ๐‘’]
Wherein: ๐‘’ = ๐‘๐‘Ž √
2
๐‘ฬ‚1 ๐‘žฬ‚1
๐‘›1
+
๐‘ฬ‚2 ๐‘žฬ‚2
๐‘›2
Confidence Interval for μ
σ Known
[๐‘ฅฬ… − ๐‘’, ๐‘ฅฬ… + ๐‘’]
Wherein: ๐‘’ = ๐‘๐‘Ž
2
σ Unknown and n Large
[๐‘ฅฬ… − ๐‘’, ๐‘ฅฬ… + ๐‘’]
Wherein: ๐‘’ = ๐‘๐‘Ž
2
๐œŽ
√๐‘›
๐‘ 
√๐‘›
σ Unknown and n Small
Wherein: ๐‘’ = ๐‘ก๐‘Ž,๐‘ฃ
[๐‘ฅฬ… − ๐‘’, ๐‘ฅฬ… + ๐‘’]
2
๐‘ 
√๐‘›
v = degrees of freedom = n-1
Confidence Interval for p
Sufficiently Large n
๐‘ฬ‚๐‘žฬ‚
[๐‘ − ๐‘’, ๐‘ + ๐‘’]
Wherein: ๐‘’ = ๐‘๐‘Ž √
2
๐‘›
Discrete Probability Distribution
Expected Value
๐‘›
๐ธ(๐‘‹) = ๐œ‡ = ∑ ๐‘ฅ๐‘– ๐‘ƒ(๐‘‹ = ๐‘ฅ๐‘– )
๐‘–=1
Variance
๐‘›
๐‘‰๐‘Ž๐‘Ÿ(๐‘ฅ) = ๐œŽ 2 = ∑(๐‘ฅ๐‘– − ๐œ‡)2 ๐‘ƒ(๐‘‹ = ๐‘ฅ๐‘– )
๐‘–=1
Kyle Michael Sy
12th Update
51
Binomial Distribution
Function
๐‘ƒ(๐‘‹ = ๐‘ฅ) = ๐ถ๐‘ฅ๐‘› ๐‘ ๐‘ฅ (1 − ๐‘)๐‘›−๐‘ฅ
Variance
๐‘‰๐‘Ž๐‘Ÿ(๐‘‹) = ๐‘› โˆ™ ๐‘ โˆ™ ๐‘ž
Expected Value
๐ธ(๐‘‹) = ๐‘› โˆ™ ๐‘
Standard Deviation
๐‘†๐‘‘(๐‘‹) = √๐‘› โˆ™ ๐‘ โˆ™ ๐‘ž
Hypergeometric Distribution
Function
๐‘−๐‘˜
๐ถ๐‘ฅ๐‘˜ ๐ถ๐‘›−๐‘ฅ
๐‘ƒ(๐‘‹ = ๐‘ฅ) =
๐ถ๐‘›๐‘
Expected Value
๐‘˜
๐ธ(๐‘ฅ) = ๐‘› ( )
๐‘
Variance
๐‘˜
๐‘˜ ๐‘−๐‘›
๐‘‰๐‘Ž๐‘Ÿ(๐‘ฅ) = ๐‘› ( ) (1 − ) (
)
๐‘
๐‘ ๐‘−1
Poisson Distribution
Function
๐‘’ −๐œ† โˆ™ ๐œ†๐‘ฅ
๐‘ƒ(๐‘‹ = ๐‘ฅ) =
๐‘ฅ!
Expected Value
๐ธ(๐‘‹) = ๐œ†
Variance
๐‘‰๐‘Ž๐‘Ÿ(๐‘‹) = ๐œ†
Standard Deviation
๐‘†๐‘‘(๐‘‹) = √๐œ†
Geometric Probability Distribution
Function
๐‘ƒ(๐‘‹ = ๐‘ฅ) = (๐‘ž ๐‘ฅ−1 )(๐‘)
Variance
๐‘‰๐‘Ž๐‘Ÿ(๐‘‹) =
๐‘ž
๐‘2
Expected Value
1
๐ธ(๐‘‹) =
๐‘
Kyle Michael Sy
12th Update
52
Negative Binomial Probability Distribution
Function
๐‘ฅ−1
๐‘ƒ(๐‘‹ = ๐‘ฅ) = (๐ถ๐‘Ÿ−1
)(๐‘ž ๐‘ฅ−๐‘Ÿ )(๐‘๐‘Ÿ )
Variance
๐‘‰๐‘Ž๐‘Ÿ(๐‘‹) =
๐‘Ÿ๐‘ž
๐‘2
Expected Value
๐‘Ÿ
๐ธ(๐‘‹) =
๐‘
Continuous Probability Distribution
Normal Probability Distribution
Hypothesis Testing
Kyle Michael Sy
12th Update
53
SURVEYING
February 9, 2019
Kyle Michael Sy
12th Update
54
Data Correction
Tape Correction
Correction per Tape Length
๐ถ๐‘‘ = ๐‘‡๐ฟ − ๐‘๐ฟ
Wherein: TL is the tape length
NL is the nominal length
Total Correction to be Applied
๐‘€๐ฟ
Wherein: ML is the measured length
๐ถ๐‘™ = ๐ถ๐‘‘ ( )
๐‘๐ฟ
NL is the nominal length
Corrected Length
๐ถ๐ฟ = ๐‘€๐ฟ ± ๐ถ๐‘™
๐ถ๐‘™ is the total correction to be applied
CL is the corrected length
Temperature Correction
๐ถ๐‘ก = ๐›ผ๐ฟ(๐‘‡ − ๐‘‡0 )
Wherein: L is the measured length.
T is the observed temperature of the tape
T0 is the temperature at which the tape was standardized
α=
0.0000116
°๐ถ
OR ๐›ผ =
0.00000645
°๐น
Tension Correction
๐ถ๐‘ =
๐ฟ(๐‘ƒ − ๐‘ƒ0 )
๐‘Ž๐ธ
Wherein: L is the measured length
P is the applied tension
P0 is the standardized tension for the tape
a is the cross-sectional area
E is the elastic modulus of the steel
Kyle Michael Sy
12th Update
55
Sag Correction
๐‘ค 2 ๐ฟ3
๐ถ๐‘  =
24๐‘ƒ2
Wherein: L is the distance between supports
2
๐ถ๐‘  =
๐‘Š ๐ฟ
24๐‘ƒ2
w is the weight of the tape
W is the total weight of tape between supports
P is the applied tension
Normal
Tension
๐‘Ž๐ธ
๐‘ƒ๐‘› = 0.204 โˆ™ ๐‘Š√
๐‘ƒ๐‘› − ๐‘ƒ0
Traverse Adjustment
Compass Rule
Latitude Correction
๐‘‘
๐‘๐‘™ = ๐ถ๐ฟ ( )
๐ท
Departure Correction
๐‘‘
๐‘๐‘‘ = ๐ถ๐ท ( )
๐ท
Wherein: ๐‘‘ is the length of any course
D is the perimeter of the traverse
CL is the total closure in latitude
CD is the total closure in departure
Transit Rule
Latitude Correction
๐ฟ๐‘Ž๐‘ก
๐‘๐‘™ = ๐ถ๐ฟ (
)
∑๐‘๐ฟ − ∑๐‘†๐ฟ
Departure Correction
๐ท๐‘’๐‘
๐‘๐‘‘ = ๐ถ๐ท (
)
∑๐ธ๐ท − ∑๐‘Š๐ท
Kyle Michael Sy
Wherein: Lat is the latitude of a given length
Dep is the departure of a given length
CL is the total closure in latitude
CD is the total closure in departure
12th Update
56
Area
Area by Triangle
Known base and altitude
1
๐ด = ๐‘โ„Ž
2
Two sides and included angle known/measured
1
๐ด = ๐‘Ž๐‘ ๐‘ ๐‘–๐‘› ๐›ผ
2
Three sides known/measured
๐ด = √๐‘ (๐‘  − ๐‘Ž)(๐‘  − ๐‘)(๐‘  − ๐‘)
1
๐‘  = (๐‘Ž + ๐‘ + ๐‘)
2
Double Meridian Distance (DMD)
Double Area
2๐ด = ๐ท๐‘€๐ท × ๐ด๐‘‘๐‘—๐‘ข๐‘ ๐‘ก๐‘’๐‘‘ ๐ฟ๐‘Ž๐‘ก๐‘–๐‘ก๐‘ข๐‘‘๐‘’
Double Parallel Distance
Double Area
2๐ด = ๐ท๐‘ƒ๐ท × ๐ด๐‘‘๐‘—๐‘ข๐‘ ๐‘ก๐‘’๐‘‘ ๐ท๐‘’๐‘๐‘Ž๐‘Ÿ๐‘ก๐‘ข๐‘Ÿ๐‘’
Area
1
๐ด = (๐ท๐‘€๐ท × ๐ด๐‘‘๐‘—๐‘ข๐‘ ๐‘ก๐‘’๐‘‘ ๐ฟ๐‘Ž๐‘ก๐‘–๐‘ก๐‘ข๐‘‘๐‘’)
2
Area
1
๐ด = (๐ท๐‘ƒ๐ท
2
× ๐ด๐‘‘๐‘—๐‘ข๐‘ ๐‘ก๐‘’๐‘‘ ๐ท๐‘’๐‘๐‘Ž๐‘Ÿ๐‘ก๐‘ข๐‘Ÿ๐‘’)
Trapezoidal Rule
โ„Ž1 + โ„Ž๐‘›
๐ด = ๐‘‘[
+ โ„Ž2 + โ„Ž3 + โ‹ฏ + โ„Ž๐‘›−1 ]
2
Kyle Michael Sy
12th Update
57
Simpson’s One-third Rule
When n is odd
๐‘‘
๐ด= [(โ„Ž1 + โ„Ž๐‘› ) + 2(โ„Ž3 + โ„Ž5 + โ„Ž7 + โ‹ฏ + โ„Ž๐‘›−2 ) + 4(โ„Ž2 + โ„Ž4 + โ„Ž6 + โ‹ฏ + โ„Ž๐‘›−1 )
3
When n is even
๐‘‘
๐ด= [(โ„Ž1 + โ„Ž๐‘›−1 ) + 2(โ„Ž3 + โ„Ž5 + โ„Ž7 + โ‹ฏ + โ„Ž๐‘›−3 ) + 4(โ„Ž2 + โ„Ž4 + โ„Ž6 + โ‹ฏ + โ„Ž๐‘›−2 )]
3
+
โ„Ž1 + โ„Ž๐‘›−1
๐‘‘
2
Coordinate Method
๐ด=
1
๐‘ฅ1
× [๐‘ฆ
1
2
๐‘ฅ2
๐‘ฆ2
๐‘ฅ3
๐‘ฅ๐‘›
…
๐‘ฆ3
๐‘ฆ1
๐‘ฅ1
๐‘ฆ1 ]
Leveling
Curvature and Refraction
Note that K is in kilometers and h is in meters.
Curvature Height
โ„Ž๐‘ = 0.0675๐พ 2
Kyle Michael Sy
Curvature and Refraction Height
โ„Ž๐‘๐‘Ÿ = 0.0785๐พ 2
12th Update
58
Reciprocal Leveling
Mean Diff. in Elev. at Left
๐ท๐ธ๐ด = ๐‘Ž − ๐‘
Mean Diff. in Elev. at Right
๐ท๐ธ๐ต = ๐‘Ž′ − ๐‘′
True Mean Diff. in Elev.
๐ท๐ธ๐ด + ๐ท๐ธ๐ต
๐‘‡๐ท๐ธ =
2
Elevation of Benchmark 2
๐ธ๐‘™๐‘’๐‘ฃ. ๐ต๐‘€2 = ๐ธ๐‘™๐‘’๐‘ฃ. ๐ต๐‘€1 ± ๐‘‡๐ท๐ธ
Differential Leveling
Height of Instrument
๐ป๐ผ = ๐ธ๐‘™๐‘’๐‘ฃ. ๐ต๐‘€๐‘Ž + ๐ต๐‘†
Elevation of the Turning Point
๐ธ๐‘™๐‘’๐‘ฃ. ๐‘‡๐‘ƒ1 = ๐ป๐ผ − ๐น๐‘†
Wherein: HI is the height of the instrument
BM is the benchmark
BS is the backsight
FS is the foresight
Trigonometric Leveling
Vertical Distance
๐‘‰ = ๐‘‘ ๐‘ก๐‘Ž๐‘› ๐›ผ
๐‘‰ = ๐‘  ๐‘ ๐‘–๐‘› ๐›ผ
Kyle Michael Sy
12th Update
59
Upward Line of Sight
๐ท๐ธ๐‘Ž๐‘ = ๐‘‰ + ๐ป๐ผ
Without curvature (hcr = 0)
− ๐‘…๐‘…
+ โ„Ž๐‘๐‘Ÿ
With curvature (hcr ≠ 0)
๐ธ๐‘™๐‘’๐‘ฃ. ๐ด = ๐ธ๐‘™๐‘’๐‘ฃ. ๐ต + ๐‘…๐‘… − ๐‘‰ − โ„Ž๐‘๐‘Ÿ − ๐ป๐ผ
๐ธ๐‘™๐‘’๐‘ฃ. ๐ต = ๐ธ๐‘™๐‘’๐‘ฃ. ๐ด + ๐ป๐ผ + ๐‘‰ + โ„Ž๐‘๐‘Ÿ − ๐‘…๐‘…
Wherein: HI is the instrument height
hcr is the effect of curvature and refraction
RR is the rod reading
V/VD is the vertical dist. from the horizontal to the line of sight
Kyle Michael Sy
12th Update
60
Downward Line of Sight
Without curvature (hcr = 0)
With curvature (hcr ≠ 0)
๐ท๐ธ๐‘Ž๐‘ = ๐‘‰ − ๐ป๐ผ − ๐‘…๐‘… − โ„Ž๐‘๐‘Ÿ
๐ธ๐‘™๐‘’๐‘ฃ. ๐ด = ๐ธ๐‘™๐‘’๐‘ฃ. ๐ต + ๐‘…๐‘… + ๐‘‰ − ๐ป๐ผ − โ„Ž๐‘๐‘Ÿ
๐ธ๐‘™๐‘’๐‘ฃ. ๐ต = ๐ธ๐‘™๐‘’๐‘ฃ. ๐ด + ๐ป๐ผ + โ„Ž๐‘๐‘Ÿ − ๐‘‰ − ๐‘…๐‘…
Wherein: HI is the instrument height
hcr is the effect of curvature and refraction
RR is the rod reading
V/VD is the vertical dist. from the horizontal to the line of sight
Kyle Michael Sy
12th Update
61
Stadia Leveling
Horizontal Sights
๐‘‘ ๐‘“
=
๐‘  ๐‘–
๐พ=
๐‘“
๐‘–
Wherein: c is the distance from the instrument center
to the objective lens center
C = 0.0m for internal, C = 0.3m for external
focusing telescope
๐ถ =๐‘“+๐‘
d is the distance from the focal point to the
face of the rod
๐ท =๐ถ+๐‘‘
D is the distance from the instrument
center to the face of the rod
๐ท =๐พ×๐‘†+๐ถ
f is the focal length
i is the spacing between stadia hairs
K is the stadia constant
S is the stadia intercept/interval
Kyle Michael Sy
12th Update
62
Inclined Sights
๐ป = ๐พ × ๐‘† ๐‘๐‘œ๐‘  2 ๐›ผ + ๐ถ ๐‘๐‘œ๐‘  ๐›ผ
๐‘‰ = ๐พ × ๐‘† ๐‘๐‘œ๐‘  ๐›ผ ๐‘ ๐‘–๐‘› ๐›ผ + ๐ถ ๐‘ ๐‘–๐‘› ๐›ผ
1
๐‘‰ = ๐พ × ๐‘† ๐‘ ๐‘–๐‘› 2๐›ผ + ๐ถ ๐‘ ๐‘–๐‘› ๐›ผ
2
๐ท = ๐พ × ๐‘† ๐‘๐‘œ๐‘  ๐›ผ + ๐ถ
Wherein: D is the line of sight from the instrument to
the rod
C = 0.0m for internal, C = 0.3m for external
focusing telescope
H/HD is the horizontal distance
K is the stadia constant
S is the stadia intercept/interval
V/VD is the vertical distance
α is the angle of the inclined stadia
Kyle Michael Sy
12th Update
63
Simple Curve
Degree of Curve (D)
Arc Basis (Metric)
20 2๐œ‹๐‘…
=
๐ท
360°
๐ท=
1145.916
๐‘…
Arc Basis (English)
5(20) 2๐œ‹๐‘…
=
๐ท
360°
๐ท=
5(1145.916)
๐‘…
Chord Basis (Metric)
๐ท 10
๐‘ ๐‘–๐‘› =
2
๐‘…
๐‘…=
10
๐ท
๐‘ ๐‘–๐‘›
2
Chord Basis (English)
๐ท 50
๐‘ ๐‘–๐‘› =
2
๐‘…
๐‘…=
50
๐ท
๐‘ ๐‘–๐‘›
2
Kyle Michael Sy
12th Update
64
Tangent Distance (T)
๐‘ก๐‘Ž๐‘›
๐›ฅ
๐ผ ๐‘‡
= ๐‘ก๐‘Ž๐‘› =
2
2 ๐‘…
๐‘‡ = ๐‘… ๐‘ก๐‘Ž๐‘›
๐ผ
2
Long Chord (LC)
๐ฟ๐ถ
๐ผ
๐‘ ๐‘–๐‘› = 2
2
๐‘…
๐ฟ๐ถ = 2๐‘… ๐‘ ๐‘–๐‘›
๐ผ
2
Subchord (SC)
๐‘†๐ถ
๐œƒ
๐‘ ๐‘–๐‘› = 2
2
๐‘…
๐‘†๐ถ = 2๐‘… ๐‘ ๐‘–๐‘›
๐œƒ
2
Length of Curve (Lc)
From Arc Definition,
๐œ‹
๐ฟ๐‘ = ๐‘…๐›ฅ (
)
180°
Metric
Lc 20
=
๐ผ
๐ท
๐ผ
Lc = 20 ( )
๐ท
Kyle Michael Sy
12th Update
65
English
๐ฟ๐‘ 100
=
๐ผ
๐ท
๐ผ
๐ฟ๐‘ = 100 ( )
๐ท
External Distance (E)
๐ธ = ๐‘‚๐‘ƒ๐ผ − ๐‘…
๐‘‚๐‘ƒ๐ผ = ๐‘… ๐‘ ๐‘’๐‘
๐ผ
2
๐ผ
๐ธ = ๐‘… ๐‘ ๐‘’๐‘ − ๐‘…
2
๐ผ
๐ธ = ๐‘…(๐‘ ๐‘’๐‘ − 1)
2
Middle Ordinate
๐‘€ = ๐‘… − ๐‘‚๐น
๐‘€ = ๐‘… − ๐‘… ๐‘๐‘œ๐‘ 
๐ผ
2
๐ผ
๐‘€ = ๐‘…(1 − ๐‘๐‘œ๐‘  )
2
Kyle Michael Sy
12th Update
66
Stationing of Point of Curvature
If STA PI is known
๐‘†๐‘‡๐ด ๐‘ƒ๐ถ = ๐‘†๐‘‡๐ด ๐‘ƒ๐ผ − ๐‘‡
IF STA PT is known
๐‘†๐‘‡๐ด ๐‘ƒ๐ถ = ๐‘†๐‘‡๐ด ๐‘ƒ๐‘‡ − ๐ฟ๐‘
Stationing of Point of
Tangency
If STA PC is known
๐‘†๐‘‡๐ด ๐‘ƒ๐‘‡ = ๐‘†๐‘‡๐ด ๐‘ƒ๐ถ + ๐ฟ๐‘
IF STA PI is known
๐‘†๐‘‡๐ด ๐‘ƒ๐‘‡ = (๐‘†๐‘‡๐ด ๐‘ƒ๐ผ − ๐‘‡) + ๐ฟ๐‘
Stationing of Point of Intersection
If STA PC is known
๐‘†๐‘‡๐ด ๐‘ƒ๐ผ = ๐‘†๐‘‡๐ด ๐‘ƒ๐ถ + ๐‘‡
IF STA PT is known
๐‘†๐‘‡๐ด ๐‘ƒ๐ผ = (๐‘†๐‘‡๐ด ๐‘ƒ๐‘‡ − ๐ฟ๐‘ ) + ๐‘‡
Kyle Michael Sy
12th Update
67
Compound Curve
If Common Tangent is not Parallel to the Long Chord
Triangle PC-V-PT
Triangle PC-PCC-PT
Triangle V1-V-V2
Kyle Michael Sy
12th Update
68
If Common Tangent is Parallel to Long Chord
Kyle Michael Sy
12th Update
69
Spiral Curve
Elements of a Spiral Curve
TS: Point of change from tangent to spiral
SC: Point of change from spiral to circle
CS: Point of change from circle to spiral
ST: Point of change from spiral to tangent
L: Spiral arc length from TS to any point on the spiral
Lc: Total length of spiral from TS to SC
Sc: Central angle of spiral (from TS to SC)
Kyle Michael Sy
12th Update
70
S: The spiral angle from TS to any point on the spiral
i: Spiral deflection angle at the TS from initial tangent to any point on the
spiral
D: Degree of curve of the spiral at any point, and R = its radius
Dc: Degree of curve of the shifted circle to which the spiral becomes
tangent at the SC, and R-c the radius of the circle
I: Total central angle of the circular curve
Ic: Central angle of circular arc of Lc extending from the SC to the CS
xc: Tangent offset of the SC with reference to the TS and
the initial tangent
x: Tangent offset
yc: Tangent distance for the SC
y: Tangent distance
q: Distance along tangent to the point perpendicular to
the PC of the shifted curve
p: Offset from the initial tangent to the PC of the shifted circular curve or
throw
Ts: Total tangent distance = distance from PI to TS or ST
Es: T otal external distance = distance from PI to midpoint of curve
Rc: Radius of simple curve
R: Radius of spiral at any point
e: Superelevation
k: Velocity of vehicle in kph
v: Velocity of vehicle
Kyle Michael Sy
12th Update
71
Properties of Spiral Curves
At the end of the spiral adjacent to the tangent, the radius of the spiral is large;
along the curve it decreases gradually until at the point where the spiral joins the
circular curve, the radii of the curves are equal, hence, the radius of the spiral
varies inversely proportional to the radius of the circular curve.
๐‘…
๐ฟ๐‘
=
๐‘…๐‘
๐ฟ
The spiral angle varies as the squares of the lengths along the spiral.
๐‘†
๐ฟ 2
=( )
๐‘†๐‘
๐ฟ๐‘
The tangent offset varies as the cubes of the lengths along the spiral.
๐‘ฅ
๐ฟ 3
=( )
๐‘ฅ๐‘
๐ฟ๐‘
The deflection angle varies as the squares of the lengths along the spiral.
๐‘–
๐ฟ 2
=( )
๐‘–๐‘
๐ฟ๐‘
Formulas
Superelevation
0.0079๐‘˜ 2 โˆ™ ๐‘Š
๐‘’=
๐‘…
Desirable Length of Spiral
0.036๐‘˜ 3
๐ฟ๐‘ =
๐‘…
Radius of Spiral
1145.916๐ฟ๐‘
๐‘…=
๐ท๐‘ ๐ฟ
Kyle Michael Sy
Spiral Angle
๐‘† = ๐ฟ2 /2๐‘…๐‘ ๐ฟ๐‘
Spiral Angle at the SC
๐ฟ๐‘
๐‘†๐‘ =
2๐‘…๐‘
Tangent Offset
๐ฟ3
๐‘ฅ=
6๐‘…๐‘ ๐ฟ๐‘
12th Update
72
Tangent Offset at the SC
๐ฟ2
๐‘ฅ๐‘ =
6๐‘…๐‘
Distance Along Tangent at the SC
Deflection Angle
1
๐‘–= ๐‘†
3
Angle of Intersection
๐ผ = ๐ผ๐‘ + 2๐‘†๐‘
Deflection Angle at the SC
1
๐‘–๐‘ = ๐‘†๐‘
3
๐ฟ3๐‘
๐‘ฆ๐‘ = ๐ฟ๐‘ −
40๐‘…๐‘2
Length of Ghost Curve
1
๐‘„ = ๐ฟ๐‘
2
Throw
Distance Along Tangent
๐ฟ5
๐‘ฆ=๐ฟ−
40๐‘…๐‘2 ๐ฟ2๐‘
External Distance
๐ผ
๐ธ๐‘  = (๐‘…๐‘ + ๐‘) ๐‘ ๐‘’๐‘ − ๐‘…๐‘
2
๐‘ฅ๐‘
๐ฟ2๐‘
๐‘= =
4 24๐‘…๐‘
Tangent Distance
๐ฟ๐‘
๐ผ
๐‘‡๐‘  = + (๐‘…๐‘ + ๐‘) ๐‘ก๐‘Ž๐‘›
2
2
Earthworks Engineering
Volume Computation
End Area Method
๐ด1 + ๐ด2
๐‘‰=(
)๐ฟ
2
Prismoidal Formula
๐ฟ
๐‘‰ = (๐ด1 + 4๐ด๐‘š + ๐ด2 )
6
Prismoidal Correction
๐‘‰ = ๐‘‰๐ธ − ๐‘‰๐‘๐‘
๐‘‰๐‘๐‘ =
๐ฟ
(๐ถ − ๐ถ2 )(๐ท1 − ๐ท2 )
12 1
Volume of Regular Prism
๐‘Ž+๐‘+๐‘+๐‘‘
๐‘‰ = ๐ด(
)
4
Assembly of Regular Prism
๐ด
๐‘‰ = [∑โ„Ž1 + 2∑โ„Ž2 + 3∑โ„Ž3 + 4∑โ„Ž4 ]
4
Kyle Michael Sy
12th Update
73
Truncated Prism
๐‘Ž+๐‘+๐‘
๐‘‰ = ๐ด(
)
3
Kyle Michael Sy
12th Update
74
CONSTANTS
January 23, 2018
Kyle Michael Sy
12th Update
75
Euler’s Number
๐‘’ = 2.718
Pi
Coulomb’s Constant/Electrostatic
Constant
๐‘ ⋅ ๐‘š2
๐‘˜๐‘’ = 8.987 × 109
๐ถ2
๐œ‹ = 3.142
Gravitational Acceleration
๐‘š
๐‘” = 9.807 2
๐‘ 
Permittivity of Free Space
๐ถ2
−12
๐œ€0 = 8.854 × 10
๐‘ ⋅ ๐‘š2
Elementary Charge
๐‘ž = 1.602 × 10−19 ๐ถ
Gravitational Constant
๐‘ ⋅ ๐‘š2
−11
๐บ = 6.67 × 10
๐‘˜๐‘”2
Mass of a Proton
๐‘š๐‘ = 1.673 × 10−27 ๐‘˜๐‘”
Electron-volt
๐‘’๐‘‰ = 1.602 × 10−19 ๐ฝ
Mass of an Electron
๐‘š๐‘’ = 9.109 × 10−31 ๐‘˜๐‘”
Speed of Light
Mass of a Neutron
๐‘š๐‘› = 1.675 × 10−27 ๐‘˜๐‘”
๐‘ = 2.998 × 108
๐‘š
๐‘ 2
Faraday’s Constant
โ„ฑ = 9.649 × 104
Kyle Michael Sy
๐ถ
๐‘š๐‘œ๐‘™
12th Update
76
TABLES
August 17, 2018
Kyle Michael Sy
12th Update
77
Metric Prefixes and Symbols
Prefix
Symbol
Factor
yotta
Y
1,000,000,000,000,000,000,000,000
Scientific
1024
zetta
Z
1,000,000,000,000,000,000,000
1021
exa
E
1,000,000,000,000,000,000
1018
peta
P
1,000,000,000,000,000
1015
tera
T
1,000,000,000,000
1012
giga
G
1,000,000,000
109
mega
M
1,000,000
106
kilo
k
1,000
103
hecto
h
100
102
deka
da
10
101
1
100
deci
d
0.1
10-1
centi
c
0.01
10-2
milli
m
0.001
10-3
micro
μ
0.000001
10-6
nano
n
0.000000001
10-9
pico
p
0.000000000001
10-12
femto
f
0.000000000000001
10-15
atto
a
0.000000000000000001
10-18
zepto
z
0.000000000000000000001
10-21
yocto
y
0.000000000000000000000001
10-24
Kyle Michael Sy
9th Update
78
Mass
Kilogram
Pound
Stone
Quarter
Hundredweight
Ton
1
2.2046
0.1575
0.0787
0.0197
0.0011
1 pound =
0.4536
1
0.0714
0.0357
0.0089
0.0004
1 stone =
6.3503
14
1
0.5
0.125
0.0063
1 quarter =
12.7006
28
2
1
0.25
0.0125
1 hundredweight =
50.8024
112
8
4
1
0.05
1,016.0469
2240
160
80
20
1
1 kilogram =
1 ton =
Length
Meter
Inch
Foot
Yard
Chain
Furlong
Mile
League
1
39.3701
3.2808
1.0936
0.0497
0.0050
0.0006
0.0002
1 inch =
0.0254
1
0.0833
0.0278
0.0013
0.0001
1.6e-5
4.6e-6
1 foot =
0.3048
12
1
0.3333
0.0152
0.0015
0.0002
5.5e-5
1 yard =
0.9144
36
3
1
0.0455
0.0045
0.0006
0.0002
1 chain =
20.1168
792
66
22
1
0.1000
0.0125
0.0036
1 furlong =
201.168 7920.02 660.001
220
10
1
0.125
0.0362
1 mile =
1609.34
63360
1760
80
8.0000
1
0.2897
1 league =
5556
218740
1 fathom =
1.8288
72
6
2
0.0909
0.0091
0.0011
0.0003
1 naut. mi. =
1852
7.3e4
6.1e3
2.03e3
92.0624
9.2062
1.1508
0.3333
5.0292
198
16.5
5.5
0.25
0.025
0.0031
0.0009
1 meter =
1 rod =
Kyle Michael Sy
5280
18228.3 6076.12 276.187 27.6187 3.4523
1
9th Update
79
Volume
ml
l
fl. oz.
pt
qt
gal
in3
1
0.001
0.0338
0.0021
0.0011
0.0002
0.0610
1000
1
33.8140
2.1134
1.0567
0.2641
61.0237
1 fluid ounce =
29.5735
0.0296
1
0.0625
0.0313
0.0078
1.8047
1 pint =
473.1765
0.4732
16
1
0.5
0.125
28.875
1 quart =
946.3529
0.9464
32
2
1
0.25
57.75
1 gallon =
3785.4118
3.7854
128
8
4
1
231
16.3871
0.0164
0.5541
0.0346
0.0173
0.0043
1
1 milliliter =
1 liter =
1 in3 =
Temperature
Celsius
Fahrenheit
Kelvin
°C =
1
5
([°F] − 32)
9
[K] − 273.15
°F =
9
[°C] + 32
5
1
K=
[°C] + 273.15
°R =
([°C] + 273.15) ×
°Ré =
[°C] ×
4
5
[K] ×
([K] + 459.67) ×
9
5
[°F] + 459.67
([°F] − 32) ×
4
9
9
5
Rankine
([°R] − 491.67) ×
9
− 459.67
5
1
[K] ×
([K] − 273.15) ×
5
9
[°R] − 459.67
[°R] ×
9
5
Réaumur
[°Ré] ×
5
9
1
4
5
([°R] − 491.67) ×
[°Ré] ×
4
9
5
4
9
+ 32
4
[°Ré] ×
5
+ 273.15
4
[°Ré] ×
9
+ 491.67
4
1
Truth Table
Kyle Michael Sy
9th Update
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