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Statics (ENGR 2214) Prof. S. Nasseri What you need to know from Math! GEN 240

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8/6/2019 Statics Math

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Statics (ENGR 2214)Prof. S. Nasseri 

What you need to know from Math!GEN 240

8/6/2019 Statics Math

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Statics (ENGR 2214)Prof. S. Nasseri 

Part 1

Preliminary

(Algebra, Geometry, Trigonometry)

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Statics (ENGR 2214)Prof. S. Nasseri 

sin(0) 0, cos(0) 1, tan(0) 0

sin(90) 1, cos(90) 0, tan(90)

sin(180) 0, cos(180) 1, tan(180) 0sin(270) 1, cos(270) 0, tan(270)

1 3 3sin(30) cos(60) , cos(30) sin(60) , tan(30) , tan(60

2 2 3

! ! !

! ! ! g

! ! !! ! ! g

! ! ! ! ! ) 3

2

sin(45) cos(45) , tan(45) 12

!

! ! !

P ythagorean Theorem2 2 2

sin bsin , cos , tan =

cos a

a b c

b a

c c

UU U U

U

!

! ! !

a

 bc

 Usin

cos

tan

0

1

0

0

-1

1

0

-1

0

-�

sin

cos

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Statics (ENGR 2214)Prof. S. Nasseri 

P ythagorean Theoremsin(0) 0, cos(0) 1, tan(0) 0

sin(90) 1, cos(90) 0, tan(90)

sin(180) 0, cos(180) 1, tan(180) 0

sin(270) 1, cos(270) 0, tan(270)1 3 3

sin(30) cos(60) , cos(30) sin(60) , tan(30) , tan(602 2 3

! ! !

! ! ! g

! ! !

! ! ! g

! ! ! ! ! ) 3

2sin(45) cos(45) , tan(45) 1

2

!

! ! !

hypotenuse 

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Statics (ENGR 2214)Prof. S. Nasseri 

P ythagorean Theorem

2 2

Law of sines:sin sin sin

Law of cosines: 2 cos

a b c

c a b ab

E F K 

! !

! a

 b

c

 F

E

a

 b

c

K

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Statics (ENGR 2214)Prof. S. Nasseri 

The unit circle andtrigonometric functions

sin( ) sin , cos( ) cos , tan( ) tan

sin(180 ) sin , cos(180 ) cos , tan(180 ) tan

sin(180 )

(4th quadrant)

(2nd quadrant)

(3rd qsin , cos(180 ) cos , tan(180 ) tan uadrant

U U U U U U

U U U U U U

U U U U U U

! ! !

! ! !

! ! !sin(90 ) cos , cos(90 ) sin

s

)

(1st quadrant)

(2nd quadr in(90 ) cos , cos an(90 ) sin t)

U U U U

U U U U

! !

! !

+

+

+

-

-

-

-

+

c os 

sin 

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Statics (ENGR 2214)Prof. S. Nasseri 

Double- & two-angle relations

2 2 2 2

2

sin(2 ) 2sin cos

cos(2 ) 1cos(2 ) cos sin 2cos 1 so: cos

2

2tantan(2 )

1 tan

U U U

UU U U U U

UU

U

!

¨ ¸! ! !© ¹

ª º

!

Two angle relations:

Double angle relations:

sin sin cos cos sincos cos cos sin sin

tan tantan

1 tan tan

E F E F E FE F E F E F

E FE F

E F

s ! ss !

ss !

m

m

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Statics (ENGR 2214)Prof. S. Nasseri 

Arcs and sectors

2 2

Arc ength,

Angle measured in radians, / arc length/radius

1Sector area2 2

 s r 

 s r 

r r 

U

U

U T UT 

!

!

¨ ¸!© ¹ª º

r s

U

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Statics (ENGR 2214)Prof. S. Nasseri 

Similar trianglesThe sides of two similar triangles are proportional and the angels are thesame. The respective heights of these triangles are also proportional to thesides.

a b c hd e f H  

! ! !

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Statics (ENGR 2214)Prof. S. Nasseri 

Part 2

Vectors

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Statics (ENGR 2214)Prof. S. Nasseri 

Scalar: A quantity like mass or temperature, which only has amagnitude.Vector: A quantity like heat flux or force which has both amagnitude and a direction; denoted by a bold faced character (a),an underlined character (a), or a character with an arrow on it:

Vectors

ar 

F

Fx

Fy

i

 j

x

y

 U

Resolution of a Vector: A vectorcan be resolved along differentdirections using the parallelogramrule. The figure shows how oneresolves vector F into componentsF x  and F y  which are along thegiven directions (i and j are theunit vectors; vectors of unitlength).

2 2

tan

 x y

 x y

 y

 x

 F F 

 F F 

 F 

 F U

!

!

!

F i j 

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Statics (ENGR 2214)Prof. S. Nasseri 

Vector additionAddition follows the parallelogram law described in the figure.

  x x y y  F E F E   ! F E i j  

F

Fx

Fy

x

y

EEy

Ex

F+E

E

FE+F

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Statics (ENGR 2214)Prof. S. Nasseri 

Part 3

Dot Product, Cross Product and

Triple Product

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Statics (ENGR 2214)Prof. S. Nasseri 

Dot product

The dot product of two vectors yields a scalar:

C ! A . B

Magnitude:

cosC AB U!

 A

B

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Statics (ENGR 2214)Prof. S. Nasseri 

Right handed system of coordinates

thumb

indexmiddle

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross productThe cross product of two vectors yields a vector:

v !  A B C  

Magnitude:

sinC AB U!

Direction:Vector C has a direction

perpendicular to the plane containingA and B such that C  is specified bythe right hand rule.

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross productLaws of operations:The Commutative Law is Not Valid:

v { v  A B B A

v v  A B = -B A

Multiplication by a scalar:

a a a av ! v v ! v  A B A B = A B A B

The Distributive Law:

v ! v v A B + D A B A D

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross products of unit vectorsThe direction is determined using the right hand rule. As shown in thediagram, for this case the direction is k and the Magnitude is:

| i v j |=(1)(1)(sin90 °) = (1)( 1)( 1) =1so: i v j = ( 1)  k = k 

and: i v j = k  i v k = - j i v i = 0  j v k = i j v i = -k   j v j = 0 k v i =  j  k v j = -i k v k = 0 

alphabeti c al  order   + 

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross product of two vectors

Cross product of two vectors in terms of their components:

A = Axi + Ay  j +Az k 

B = B xi + B y  j + B z k 

A v B  = (Axi + Ay  j + Az k )  v ( B xi + B y  j + B z k ) 

= AxB x ( i v i) + AxB y  ( i v j ) + AxB z  ( i v k ) + Ay B x (  j v i) + Ay B y  (  j v j ) + Ay B z (  j v k ) + Az B x ( k  v i) + Az B y  ( k  v j ) + Az B z  ( k  v k ) 

= 0 + AxB y  k ² AxB z  j - Ay B x k  + 0 + Ay B z  i + Az B x j ² Az B y  i + 0 

Hen c e: A v B  = (Ay B z  ² Az B y  )  i - (AxB z -Az B x)   j + (AxB y  - Ay B x )  k 

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross product of two vectorsThis equation may also be written in a compact determinant form:

  x y z

  x y z

  A A A

  B B B

v

i j k 

  A B =

For element i:  ( i  )(A y B z ± A z B y )

 z y x

 z y x

 B B B

 A A A

k  j

BA !v

 z  y x

 z  y x

k  j

BA !v

 For element  j:  (- j  )(A   B z -A z B   )

(notice the negative sign 

here) z¡ ¢ 

 z¡ ¢ 

 B B B

 A A A

k  ji

!v

 z£ ¤ 

 z£ ¤ 

 B B B

 A A A

k  ji

!v

 For element k :  ( k  )(A¥   B y - A y B¥  )

¦  y§ 

¦ 

 y§ 

 B B B

 A A A

k  ji

BA !v

 z  y x

 z  y x

 B B B

 A A A

k  ji

BA !v

 

Hence:

 A v B = (  A y B z ±  A z B y ) i  - (  A x B z - A z B x )  j + (  A x B y -  A y B x ) k 

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross product of two vectors

m

In summary, The cross product of vectors a and b  is a vector perpendicularto both a and b and has a magnitude equal to area of the parallelogramgenerated from a and b .

The direction of the cross product is given by the right hand rule (fingers

from vector a to vector b and thumb is along vector c ). Order is important inthe cross product:

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Statics (ENGR 2214)Prof. S. Nasseri 

Cross product of two vectors

( , and are the unit vectors)

Area sin

hich is the unit vector along the line perpendicular to the p

  x y z

  x y z

 x y z y z z y x z z x x y y x

  x y z

a a a

b b b

a a a a b a b a b a b a b a b ab

b b b

U

v ! v

!

!

v ! ! !

a b b a

a i j k i j k  

b i j k 

i j k 

a b = i j k m m

 m  lane o anda  b

m

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Statics (ENGR 2214)Prof. S. Nasseri 

Triple product

.

  x y z x y z

 x y z x y z y z z y x x z z x y x y y x z

  x y z x y y

a a a a a a

b b b b b b b c b c a b c b c a b c b c a

c c c c c c

® ! ±

! v ! ¯± ! °

a i j k 

b i j k   a b c =

c i j k 

The volume of the parallelepiped constructed from the vectors a , b , and c  is given bythe triple product of the three vectors:

volume sin cos

. cos

abc

a

U N 

!

v ! va b c b c

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Statics (ENGR 2214)Prof. S. Nasseri 

Part 4

D

ifferentiation,I

ntegration andCentroids

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Statics (ENGR 2214)Prof. S. Nasseri 

Differentiation (common derivatives)d/d

x( c )= 0The der ivative of  a constant is zer o.

Example: d(7) /dx = 0 

d/dx( c × x )= c

The r ate of  change of  a linear  function is its slope.

Example: d(3 × x  ) /dx = 3

d/dx (xn) = n × x(n-1)

Example: d(  x 4  )/dx = 4× x  3

d/dx (log x) = 1/x

The der ivative of  the log of  x is its inver se.

Example: d ( log (  x + 1) )  /dx = 1 / (  x + 1)

d/dx (eax) = a eax

Example: d (e3x  ) /dx= 3 e3x 

d/dx (sin cx) = c cos x

Example: d ( sin3x  ) /dx = 3cos x 

d/dx (cos x) = -sin x

Example: d ( cos t)= -sin t 

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Statics (ENGR 2214)Prof. S. Nasseri 

Integral of a function

The integral of a functionf( x) over an interval fromx1 to x2 yield the areaunder the curve in this

interval.

Note: The integral represents the

( ) F  x x(§ as  0 x( p

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Statics (ENGR 2214)Prof. S. Nasseri 

Some indefinite integrals to remember

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Statics (ENGR 2214)Prof. S. Nasseri 

Some indefinite integrals to remember

Note: Remember to add a constant of integration if you are not specifyinglimits. You evaluate the constant of integration by forcing the integral topass through a known point.

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Statics (ENGR 2214)Prof. S. Nasseri 

Definite integralNote: For definite integrals subtract the value of the integral atthe lower limit from its value at the upper limit. For example, if

 you have the indefinite integral.Note: The following notation is common:

2

12 1( ) ( ) ( )

 x x

 x x F x F x F x!

! !

Integration by parts:

U dV  U V Vd U ! ´ ´

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Statics (ENGR 2214)Prof. S. Nasseri 

Centroid of an area

The centroid of an area is the area weighted average location of thegiven area.

1 1 1,

OC  OC  OC 

OC  OC  OC 

  A A A

 x y

 x y

d  A x xd  A y r d  A  A A A

!

!

! ! !´ ´ ´

r  i j 

r  i j 

r r 

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Statics (ENGR 2214)Prof. S. Nasseri 

Centroid of an areaFor example, consider a shape that is a composite of n individual segments,each segment having an area Ai and coordinates of its centroid as xi and y i.The coordinates of the centroid of this composite shape is given by  

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Statics (ENGR 2214)Prof. S. Nasseri 

Centroids of common shapes