The document discusses key concepts related to calculus including:
- The definition of a derivative as the instantaneous rate of change of a function, obtained by taking the limit of the average rate of change as the change in x approaches 0.
- Techniques for finding derivatives including differentiation rules for basic functions.
- Relationship between a function's derivative and whether it is increasing or decreasing over an interval.
- Concepts of local/global extrema and how to analyze a function's critical points and inflection points.
- Using optimization techniques like taking derivatives to find maximum/minimum values of expressions subject to constraints.
Basic Mathematics (non-calculus) for k-12 students in B.C. Canada. Intended as a guide for teaching basic math to young learners, and uploaded as a personal favor to my friend Oliver Cougur. This is a supplement teaching/learning material, and functions as a 'cheat sheet' for instructors and/or students.
This is not intended as curriculum material. I guarantee nothing. I claim no ownership or discovery of any of the material in this document, however I reserve my right of creative expression for materials contained. This document may not be sold, copied or altered in anyway by anyone.
Please report any errors to s.grantwilliam@ieee.org
EJERCICIO RESUELTO DE ANALISIS DIMENSIONALElmerChoque3
PARA LOS ALUMNOS DE CIENCIAS E INGENIERIA LES DEJO UN PEQUEÑO EJERCICIO RELACIONADO AL TEMA DE ANALISIS DIMENCIONAL, EN EL CUAL APLICAMOS CONCEPTOS DE MATEMATICAS Y FISICA ESPERO LES SIRVA.
SALUDOS.
ATTE: ELMER LUIS KAPA CHOQUE
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Solution manual for introduction to finite element analysis and design nam ...Salehkhanovic
Solution Manual for Introduction to Finite Element Analysis and Design
Author(s) : Nam-Ho Kim and Bhavani V. Sankar
This solution manual include all problems (Chapters 0 to 8) of textbook.
Basic Mathematics (non-calculus) for k-12 students in B.C. Canada. Intended as a guide for teaching basic math to young learners, and uploaded as a personal favor to my friend Oliver Cougur. This is a supplement teaching/learning material, and functions as a 'cheat sheet' for instructors and/or students.
This is not intended as curriculum material. I guarantee nothing. I claim no ownership or discovery of any of the material in this document, however I reserve my right of creative expression for materials contained. This document may not be sold, copied or altered in anyway by anyone.
Please report any errors to s.grantwilliam@ieee.org
EJERCICIO RESUELTO DE ANALISIS DIMENSIONALElmerChoque3
PARA LOS ALUMNOS DE CIENCIAS E INGENIERIA LES DEJO UN PEQUEÑO EJERCICIO RELACIONADO AL TEMA DE ANALISIS DIMENCIONAL, EN EL CUAL APLICAMOS CONCEPTOS DE MATEMATICAS Y FISICA ESPERO LES SIRVA.
SALUDOS.
ATTE: ELMER LUIS KAPA CHOQUE
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Solution manual for introduction to finite element analysis and design nam ...Salehkhanovic
Solution Manual for Introduction to Finite Element Analysis and Design
Author(s) : Nam-Ho Kim and Bhavani V. Sankar
This solution manual include all problems (Chapters 0 to 8) of textbook.
critical points/ stationary points , turning points,Increasing, decreasing functions, absolute maxima & Minima, Local Maxima & Minima , convex upward & convex downward - first & second derivative tests.
Analytic Function, C-R equation, Harmonic function, laplace equation, Construction of analytic function, Critical point, Invariant point , Bilinear Transformation
Concepts and Applications of the Fundamental Theorem of Line Integrals.pdfJacobBraginsky
A three-part examination of the Fundamental Theorem of Line Integrals. Learn how to use this theorem in multivariable calculus. Simplify the process of solving line integrals using the FTLI.
Macroeconomics- Movie Location
This will be used as part of your Personal Professional Portfolio once graded.
Objective:
Prepare a presentation or a paper using research, basic comparative analysis, data organization and application of economic information. You will make an informed assessment of an economic climate outside of the United States to accomplish an entertainment industry objective.
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The Roman Empire A Historical Colossus.pdfkaushalkr1407
The Roman Empire, a vast and enduring power, stands as one of history's most remarkable civilizations, leaving an indelible imprint on the world. It emerged from the Roman Republic, transitioning into an imperial powerhouse under the leadership of Augustus Caesar in 27 BCE. This transformation marked the beginning of an era defined by unprecedented territorial expansion, architectural marvels, and profound cultural influence.
The empire's roots lie in the city of Rome, founded, according to legend, by Romulus in 753 BCE. Over centuries, Rome evolved from a small settlement to a formidable republic, characterized by a complex political system with elected officials and checks on power. However, internal strife, class conflicts, and military ambitions paved the way for the end of the Republic. Julius Caesar’s dictatorship and subsequent assassination in 44 BCE created a power vacuum, leading to a civil war. Octavian, later Augustus, emerged victorious, heralding the Roman Empire’s birth.
Under Augustus, the empire experienced the Pax Romana, a 200-year period of relative peace and stability. Augustus reformed the military, established efficient administrative systems, and initiated grand construction projects. The empire's borders expanded, encompassing territories from Britain to Egypt and from Spain to the Euphrates. Roman legions, renowned for their discipline and engineering prowess, secured and maintained these vast territories, building roads, fortifications, and cities that facilitated control and integration.
The Roman Empire’s society was hierarchical, with a rigid class system. At the top were the patricians, wealthy elites who held significant political power. Below them were the plebeians, free citizens with limited political influence, and the vast numbers of slaves who formed the backbone of the economy. The family unit was central, governed by the paterfamilias, the male head who held absolute authority.
Culturally, the Romans were eclectic, absorbing and adapting elements from the civilizations they encountered, particularly the Greeks. Roman art, literature, and philosophy reflected this synthesis, creating a rich cultural tapestry. Latin, the Roman language, became the lingua franca of the Western world, influencing numerous modern languages.
Roman architecture and engineering achievements were monumental. They perfected the arch, vault, and dome, constructing enduring structures like the Colosseum, Pantheon, and aqueducts. These engineering marvels not only showcased Roman ingenuity but also served practical purposes, from public entertainment to water supply.
Francesca Gottschalk - How can education support child empowerment.pptxEduSkills OECD
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Model Attribute Check Company Auto PropertyCeline George
In Odoo, the multi-company feature allows you to manage multiple companies within a single Odoo database instance. Each company can have its own configurations while still sharing common resources such as products, customers, and suppliers.
Acetabularia Information For Class 9 .docxvaibhavrinwa19
Acetabularia acetabulum is a single-celled green alga that in its vegetative state is morphologically differentiated into a basal rhizoid and an axially elongated stalk, which bears whorls of branching hairs. The single diploid nucleus resides in the rhizoid.
Biological screening of herbal drugs: Introduction and Need for
Phyto-Pharmacological Screening, New Strategies for evaluating
Natural Products, In vitro evaluation techniques for Antioxidants, Antimicrobial and Anticancer drugs. In vivo evaluation techniques
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Personal development courses are widely available today, with each one promising life-changing outcomes. Tim Han’s Life Mastery Achievers (LMA) Course has drawn a lot of interest. In addition to offering my frank assessment of Success Insider’s LMA Course, this piece examines the course’s effects via a variety of Tim Han LMA course reviews and Success Insider comments.
Overview on Edible Vaccine: Pros & Cons with Mechanism
Differentiation
1.
2.
3. Gradient/slope of the line gives the
inclinational of the line.
Slope of a line joining the points
(x1,y1) and (x2,y2) is given by
slo𝑝𝑒 =
(𝑦2−𝑦1)
(𝑥2−𝑥1)
In the equation 𝑦 = 𝑚𝑥 + 𝑐
m is the slope of the line of equation
c is the y-intercept.
The sum of an infinite geometric
series with first term 𝑢1 and common
ratio 𝑟 (|𝑟| < 1) is
𝑛=1
∞
𝑢𝑛 =
𝑢1
1 − 𝑟
4. Limit of a function provides what value the
output of a function approaches as input
approaches a certain value.
lim
𝑥→𝑎
𝑓 𝑥 = 𝐿
𝑓(𝑥) approaches value 𝐿 as 𝑥 approaches 𝑎
(both from the right and left)
lim
𝑥→𝑎+
𝑓 𝑥 = 𝑃
𝑓(𝑥) approaches value 𝑃 as 𝑥 approaches 𝑎
from the right
lim
𝑥→𝑎−
𝑓 𝑥 = 𝑄
𝑓(𝑥) approaches value 𝑄 as 𝑥 approaches 𝑎
from the left
x
y
Graph of 𝑓 𝑥 =
1
𝑥
5. If lim
𝑥→𝑎+
𝑓 𝑥 = 𝐿 and lim
𝑥→𝑎−
𝑓 𝑥 = 𝐿
then limit exists and we say
lim
𝑥→𝑎
𝑓 𝑥 = 𝐿
lim
𝑥→𝑎−
𝑓 𝑥 = 𝑄
x
y
6. lim
𝑥→+∞
𝑓 𝑥 = 𝑝
As 𝑥 approaches +∞, 𝑓(𝑥)
approaches 𝑝
lim
𝑥→−∞
𝑓 𝑥 = 𝑞
As 𝑥 approaches −∞, 𝑓(𝑥)
approaches 𝑞
Lines y = p and y = q are called
horizontal asymptotes of function
𝑓(𝑥)
Graph of 𝑓 𝑥 =
3𝑥
𝑥−5
7. lim
𝑥→𝑐
𝑓 𝑥 = ±∞
As 𝑥 approaches 𝑐 from the left or
the right, 𝑓(𝑥) approaches +∞ 𝑜𝑟 −
∞
Line 𝑥 = 𝑐 is called the vertical
asymptote of function 𝑓(𝑥)
Graph of 𝑓 𝑥 =
3𝑥
𝑥−5
8. 𝑆𝑛 = 1
𝑛
𝑢𝑟 =
𝑢1(1−𝑟𝑛)
1−𝑟
(sum of n temrs of a geometric series)
If 𝑟 < 1, then lim
𝑛→∞
𝑆𝑛 =
𝑢1
1−𝑟
The sum of infinite geometric series
converges if 𝑟 < 1, else diverges
9.
10. Average rate of change of a function
is provided by the gradient/slope of
the function.
∆𝑦
∆𝑥
=
(𝑦2 − 𝑦1)
(𝑥2 − 𝑥1)
=
𝑓(𝑥2) − 𝑓(𝑥1)
(𝑥2 − 𝑥1)
Assume 𝑥1 = 𝑥 & 𝑥2 = 𝑥 + ℎ
∆𝑦
∆𝑥
=
𝑓(𝑥 + ℎ) − 𝑓(𝑥)
(𝑥 + ℎ − 𝑥)
=
𝑓(𝑥 + ℎ) − 𝑓(𝑥)
ℎ
Instantaneous rate of change of a
function is the derivative of the
function.
This occurs when ℎ is really close to
0.
f′
x =
𝑑𝑦
𝑑𝑥
= lim
ℎ→0
𝑓(𝑥 + ℎ) − 𝑓(𝑥)
ℎ
Differentiation is the method of
obtaining a derivative
11. Average rate of change of a function
is provided by the gradient/slope of
the function.
∆𝑦
∆𝑥
=
(𝑦2 − 𝑦1)
(𝑥2 − 𝑥1)
=
𝑓(𝑥2) − 𝑓(𝑥1)
(𝑥2 − 𝑥1)
Assume 𝑥1 = 𝑥 & 𝑥2 = 𝑥 + ℎ
∆𝑦
∆𝑥
=
𝑓(𝑥 + ℎ) − 𝑓(𝑥)
(𝑥 + ℎ − 𝑥)
=
𝑓(𝑥 + ℎ) − 𝑓(𝑥)
ℎ
Instantaneous rate of change of a
function is the derivative of the
function.
This occurs when ℎ is really close to
0.
f′
x =
𝑑𝑦
𝑑𝑥
= lim
ℎ→0
𝑓(𝑥 + ℎ) − 𝑓(𝑥)
ℎ
Differentiation is the method of
obtaining a derivative
12. ℝ - real numbers, 𝜖 – belongs to
If 𝑓 𝑥 = 𝑥𝑛, where 𝑛 𝜖 ℝ, then
𝑓′ x = 𝑛𝑥𝑛−1
If 𝑓 𝑥 = 𝑐, where c 𝜖 ℝ, then 𝑓′ x =
0
𝑐𝑓 𝑥 ′ = 𝑐𝑓′ 𝑥 , where 𝑐 𝜖 ℝ
𝑓 𝑥 ± 𝑔 𝑥 ′ = 𝑓′ 𝑥 ± 𝑔′ 𝑥
13. If the slope of a tangent is 𝑚, then
the slope of the normal is −
1
𝑚
14.
15. Let 𝑓 𝑥 = 𝑢 and 𝑔 𝑥 = 𝑣
If 𝑦 = 𝑓𝑜𝑔 𝑥 = 𝑓 𝑔(𝑥) = 𝑓(𝑣), then
𝑑𝑦
𝑑𝑥
=
𝑑𝑦
𝑑𝑣
∗
𝑑𝑣
𝑑𝑥
= 𝑓′ 𝑣 ∗ 𝑣′
or
𝑑𝑦
𝑑𝑥
= 𝑓′(𝑔(𝑥)) ∗ 𝑔′(𝑥)
16. Let 𝑓 𝑥 = 𝑢 and 𝑔 𝑥 = 𝑣
If 𝑦 = 𝑓 𝑥 ∗ 𝑔 𝑥 = uv, then
𝑑𝑦
𝑑𝑥
= 𝑢𝑣 ′ = 𝑢′𝑣 + 𝑢𝑣′
or
𝑑𝑦
𝑑𝑥
=
𝑑𝑢
𝑑𝑥
∗ 𝑣 + 𝑢 ∗
𝑑𝑣
𝑑𝑥
or
𝑑𝑦
𝑑𝑥
= 𝑓′
𝑥 ∗ 𝑔 𝑥 + 𝑓 𝑥 ∗ 𝑔′(𝑥)
19. Increasing Function
A function is increasing in an interval
if y value increases as x value
increases.
This means slope/gradient is positive
in the interval.
𝑓′ 𝑥 > 0, 𝑎 < 𝑥 < 𝑏, then function 𝑓 𝑥
is increasing in the interval ]𝑎, 𝑏[
Decreaseing Function
A function is decreasing in an
invterval if y value decreases as x
value increases.
This means slope/gradient is negative
in the interval.
𝑓′(𝑥) < 0, 𝑎 < 𝑥 < 𝑏, then the function
𝑓 𝑥 is decreasing in the interval ]𝑎, 𝑏[
20. Global Minimum – Point A, which
has the least y value in the domain
Global Maximum – Point D, which
has the highest y value in the
domain
Turning Points – x-value 𝑐 is a
turning point if 𝑓′ 𝑐 = 0
Local Minimum – Point C, which has
the least y value in the domain
Local Maximum – Point B, which
has the least y value in the domain
B
A
C
D
21. Local Min – Point C
Point 𝑐 is a local min, if 𝑓′ 𝑐 = 0,
𝑓′ 𝑐 < 0 for 𝑥 < 𝑐 & 𝑓′ 𝑐 > 0 for 𝑥 >
𝑐
Local Max – Point B
Point 𝑏 is a local min, if 𝑓′ 𝑏 = 0,
𝑓′ 𝑏 > 0 for 𝑥 < 𝑏 & 𝑓′ 𝑏 < 0 for 𝑥 >
𝑏
B
A
C
D
22. 𝑓′ 𝑥 =
𝑑𝑦
𝑑𝑥
, 𝑓′′ 𝑥 =
𝑑2𝑦
𝑑𝑥2
Local Min – Point C
if 𝑓′ 𝑐 = 0 & 𝑓′′
𝑐 > 0
Local Max – Point B
if 𝑓′ 𝑏 = 0 & 𝑓′′ 𝑏 < 0
if 𝑓′ 𝑏 = 0 & 𝑓′′ 𝑏 = 0, we cannot
conclude whether it’s a local max or
local min
B
A
C
D
23. Inflexion point – where concavity
changes
If 𝑐 is an inflexion point of 𝑓 𝑥 , then
𝑓′′ 𝑐 = 0
𝑓(𝑥) is concave down in the interval
𝑎 < 𝑥 < 𝑏 if 𝑓′′ 𝑥 < 0
𝑓 𝑥 is concave up in the interval
𝑎 < 𝑥 < 𝑏 if 𝑓′′ 𝑥 > 0
If 𝑓′ 𝑐 = 0 and 𝑓′′ 𝑐 = 0, then 𝑥 = 𝑐
is a Horizontal point of inflexion
Concave Down
Concave Up
26. Steps to solve optimization question.
1. Assume variables to denote the
terms of the
2. Equation or Constraint. Write an
equation in multi variable using the
constraint given.
3. Expresssion or Optimization – write
an expression to be optimized.
4. Convert the expression into a single
variable by using the equation to
make necessary substitution
5. Optimize the expression by
differentiating and equating to zero.
6. Solve the optimization equation for
x. Substitute in the expression to get
the optimized value.
27. If velocity and acceleration have the same sign, the body is accelerating.
If velocity and acceleration are in the opposite sign, the body is decelerating.
Displacement
s(t)
Acceleration
a(t)
Velocity
v(t)
𝑣 𝑡 =
𝑑𝑠
𝑑𝑡
= 𝑠′(𝑡) 𝑎 𝑡 =
𝑑𝑣
𝑑𝑡
= 𝑣′(𝑡)
𝑎 𝑡 =
𝑑2𝑠
𝑑𝑡2 = 𝑠′′(𝑡)