Uploaded by John Ramus

Calc 3 Finals Cheat Sheet

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#### = %๐•ฃ'๐•ฃ = ๐‘ƒ + ๐‘ก๐‘ƒ๐‘„
*****โƒ— ,
Line segment: ๐‘ƒ๐‘„
Lines and Planes
โ†ฑ ๐‘ฅ = ๐‘ฅ- + ๐‘ก๐‘Ž, ๐‘ฆ = ๐‘ฆ- + ๐‘ก๐‘, ๐‘ง = ๐‘ง- + ๐‘ก๐‘ And…
=>=?
@
=
A>A?
B
=
Cartesian Equation: Given ๐•ฃ- = (๐‘ฅ- , ๐‘ฆ- , ๐‘ง-), ๐•• = (๐‘Ž, ๐‘, ๐‘) Then: line {๐•ฃ|๐•ฃ = ๐•ฃ- + ๐‘ก๐••} = {(๐‘ฅ, ๐‘ฆ, ๐‘ง)|(๐‘ฅ, ๐‘ฆ, ๐‘ง) = (๐‘ฅ- , ๐‘ฆ- , ๐‘ง- ) + ๐‘ก(๐‘Ž, ๐‘, ๐‘)}
C>C?
(symmetric form)
D
**********โƒ—
'S
? T? ×๐••'
#####
Distance (point → line): Given point ๐‘„- , line ๐‘™ = ๐‘™๐•• (๐‘ƒ- ) Then ๐‘‘(๐‘„- , ๐‘™) = |๐‘„
-๐‘ƒ| =
|๐••|
And… โ†ฒ
|๐•• ⋅๐•• |
Angle: If ๐‘™F = ๐‘™๐••F(๐•ฃ- ), ๐‘™G = ๐‘™๐••G (๐•ฃ- ) Then: ๐‘Ž๐‘›๐‘”(๐‘™F , ๐‘™G ) = cos >F |๐•• N||๐••P |
Line: ๐‘™๐••(๐•ฃ- ) = {๐•ฃ|๐•ฃ = ๐•ฃ- + ๐‘ก๐••}
N
*****โƒ— + ๐‘ข๐‘ƒ๐‘…
*****โƒ— ,
Plane: ๐‘ƒ๐‘„๐‘… = %๐•ฃ'๐•ฃ = ๐‘ƒ + ๐‘ก๐‘ƒ๐‘„
*****โƒ— '{๐‘ƒ, ๐‘„} ⊆ ๐‘ƒ,
Direction Vectors: ๐‘‘๐‘–๐‘Ÿ ๐‘ = %๐‘ƒ๐‘„
P
Normal Vectors: โ†ฒ
Parameterized Vector to Cartesian: If ๐•ฃ- ∈ โ„a , ๐‘˜ = ๐•Ÿ ⋅ ๐•ฃ- , then {๐•ฃ|๐•ฃ = ๐•ฃ- + ๐‘ก๐•• + ๐‘ข๐•–} = {๐•ฃ ∈ โ„a| det[๐••|๐•–|๐•ฃ − ๐•ฃ- ] = (๐•• × ๐•–) ⋅ (๐•ฃ − ๐•ฃ-) = 0} = {(๐‘ฅ, ๐‘ฆ, ๐‘ง) ∈ โ„a |๐‘Ž๐‘ฅ + ๐‘๐‘ฆ + ๐‘๐‘ง = ๐‘˜}
k๐•Ÿ
, then {(๐‘ฅ, ๐‘ฆ, ๐‘ง)|๐‘Ž๐‘ฅ + ๐‘๐‘ฆ + ๐‘๐‘ง = ๐‘˜} = {๐•ฃ|๐•Ÿ ⋅ ๐•ฃ = ๐•Ÿ ⋅ ๐•ฃ- } = {๐•ฃ|๐•ฃ = ๐•ฃ- + ๐‘ก๐•• + ๐‘ข๐•–}
Distance (point → plane): Given ๐•Ÿ ∈ โ„l , ๐‘„- ∈ โ„l If ๐‘ƒ- ∈ โ„l and โ†ฒ
โ†ฑ ๐‘›๐‘œ๐‘Ÿ ๐‘ = {๐•Ÿ|๐‘› ⊥ ๐••}
Cartesian to Parameterized Vector: If ๐‘˜ ∈ โ„, ๐•ฃ- =
๐•Ÿ⋅๐•Ÿ
|๐•Ÿ⋅(T?>S? )|
|๐•Ÿ⋅T?>๐•ŸS? |
#### | = '๐‘๐‘Ÿ๐‘œ๐‘—๐•Ÿ ๐‘ƒ
*********โƒ—
*********โƒ— ๐•Ÿ
โ†ฑ if ๐‘ = {๐•ฃ ∈ โ„l |๐‘› ⋅ (๐•ฃ − ๐‘ƒ- ) = 0 ⇔ ๐•Ÿ ⋅ ๐•ฃ = ๐•Ÿ ⋅ ๐‘ƒ- } then ๐‘‘(๐‘, ๐‘„-) = |๐‘ƒ๐‘„
=
- ๐‘„- ' = |๐‘ƒ- ๐‘„- ⋅ |๐•Ÿ| =
|๐•Ÿ|
|๐•Ÿ|
(in cartesian): If ๐‘˜ ∈ โ„, ๐‘ = {๐•ฃ ∈ โ„l |๐•Ÿ ⋅ ๐•ฃ = ๐‘˜} then ๐‘‘(๐‘, ๐‘„- ) =
l
l
โ†ฑ Also if ๐‘ = %o๐‘ฅ, ๐‘ฆ(, ๐‘ง)p ∈ โ„ '๐‘Ž๐‘ฅ + ๐‘๐‘ฆ(+๐‘๐‘ง) = ๐‘˜, and {๐‘Ž, ๐‘(, ๐‘), ๐‘˜} ⊆ โ„ and o๐‘Ž, ๐‘(, ๐‘)p ≠ o0,0(, 0)p and ๐‘„- = o๐‘ฅ- , ๐‘ฆ- (, ๐‘ง-)p ∈ โ„ then ๐‘‘(๐‘, ๐‘„-) =
๐•Ÿ
********โƒ—
โ†ฑ if ๐‘ƒF = {๐•ฃ|๐•Ÿ ⋅ (๐•ฃ − ๐‘ƒF) = 0} = {๐•ฃ|๐•Ÿ ⋅ ๐•ฃ = ๐‘˜F }, ๐‘ƒG = {๐•ฃ|๐•Ÿ ⋅ (๐•ฃ − ๐‘ƒG ) = 0} = {๐•ฃ|๐•Ÿ ⋅ ๐•ฃ = ๐‘˜G} then ๐‘‘(๐‘ƒF , ๐‘ƒG) = '๐‘๐‘Ÿ๐‘œ๐‘—๐•Ÿ********โƒ—
๐‘ƒF ๐‘ƒG' = t๐‘ƒ
F ๐‘ƒG ⋅ |๐•Ÿ|t =
l
∗
|(SP>SN )⋅๐•Ÿ|
|๐•Ÿ|
l
|@=?rBA?(rDC? )>k|
=
=
|๐•Ÿ|
โ†ฒ
Distance (parallel planes or lines): โ†ฒ
s@PrBP(rD P )
|๐•Ÿ⋅SP>๐•Ÿ⋅SN|
|kP>kN|
|๐•Ÿ|
|๐•Ÿ⋅T?>k|
|๐•Ÿ ⋅๐•Ÿ |
Planes: ๐‘Ž๐‘›๐‘”(๐‘ƒF , ๐‘ƒG) = cos >F |๐•Ÿ N||๐•ŸP |
|๐•Ÿ|
N
P
Limits and Continuity
Given ๐•ฃ: โ„ → โ„ , ๐‘† ⊆ โ„, ๐‘Ž ∈ ๐‘† , ๐•ƒ ∈ โ„
๐•ฃ is continuous at ๐‘Ž relative to ๐‘† iff (i) ๐•ฃ is definted at ๐‘Ž, (ii) as ๐‘ก →y ๐‘Ž, ๐•ฃ(๐‘ก) → ๐•ฃ(๐‘Ž)
๐•ฃ is continuous on ๐‘† iff ∀๐‘ก ∈ ๐‘† ๐•ฃ is cont. at ๐‘ก rel to ๐‘†
๐•ฃ(•)>๐•ฃ(•?)
Let ๐‘ ∈ โ„, ๐‘“: โ„ → โ„, ๐•” ∈
Vector Valued
๐•ฃ(๐œ) − ๐•ฃ(๐‘ก)
Given ๐•ฃ = (๐‘“… )l : โ„ → โ„l
Properties of vector
• (๐‘ก)
๐•ฃ is differentiable at ๐‘ก- relative to ๐‘† iff ๐‘ก- ∈ ๐ท๐•ฃ , and lim
∈ โ„l
๐•ฃ
=:
lim
•
•>•?
•→€ •?
โ„l , ๐ด ∈ โ„ˆ,l
Functions:
then ๐•ฃ• = (๐‘“… )l
valued derivatives:
‚→•
๐œ−๐‘ก
(๐‘๐•ง)• = ๐‘๐•ง′
(๐•” ⋅ ๐•ง)• = ๐•” ⋅ ๐•ง′
(๐‘“๐•ง)• = ๐‘“ • ๐•ง + ๐‘“๐•ง′
(๐•ฆ ⋅ ๐•ง)• = ๐•ฆ• ⋅ ๐•ง + ๐•ฆ ⋅ ๐•ง′
If ๐‘› ∈ {2,3}, (๐•” × ๐•ง)• = ๐•” × ๐•ง• and (๐•ฆ × ๐•ง)• = (๐•ฆ• × ๐•ง) + (๐•ฆ × ๐•ง• )
(๐•ฆ โˆ˜ ๐‘“)• = (๐•ฆ• โˆ˜ ๐‘“)๐‘“′
(๐•ฆ/๐‘“)′ = (๐‘“๐•ฆ• − ๐‘“ • ๐•ฆ)/๐‘“ G
l
๐‘“(๐‘Ž + โ„Ž, ๐‘) − ๐‘“(๐‘Ž, ๐‘)
B
B
B
(๐•ฆ โˆ˜ ๐‘“)•(๐‘ก) = ๐•ฆ•o๐‘“(๐‘ก)p๐‘“′(๐‘ก)
(๐ด๐•ฆ)• = ๐ด๐•ฆ′
Vector valued integral: ∫@ ๐•ฃ = ‘∫@ ๐‘“… ’
Fundamental Theorem: ∫@ ๐•ฃ = [โ„]B@ = โ„(๐‘) − โ„(๐‘Ž)
๐ทF (๐‘“)(๐‘Ž, ๐‘) = lim
“→โ„Ž
๐•ฃ•
›๐•‹
B
Unit Tangent: ๐•‹ = |๐•ฃ•|
Arc Length
Curvature
Curvature: ๐œ… = t t
Let ๐•ฃ: ๐ผ → โ„l , ๐‘Ž ∈ ๐ผ if ๐ผ is an interval, ๐•ฃ is ๐ถ F on ๐ผ, {๐‘Ž, ๐‘} ⊆ ๐ผ, then arc length for ๐•ฃ relative to ๐‘Ž is ๐‘†๐•ฃ,@ st ๐‘ ๐•ฃ,@ = ∫•˜@|๐•ฃ′(๐‘ก)| ๐‘‘๐‘ก
๐•‹•
Unit Normal: โ„• = |๐•‹ลพ|
๐•ฃลพ
Note: if ๐•ฃ is smooth, then ๐•‹ = |๐•ฃลพ | =
Binormal Vector (n=3): ๐”น = ๐•‹ × โ„•
Motion in Space
๐‘ฃ = |๐•ง| = |๐•ฃ• |
๐•ง = ๐•ฃ′
Multivariable Limits and Continuity
๐•’ = ๐•ง• = ๐•ฃ••
โ†ฑ ๐ทk ๐‘“ = ๐ท๐•–± ๐‘“ = lim
•
•→-
where ๐•–k = (๐›ฟ…k )l
›๐•‹
๐•‹ลพ
›œ
๐•ฃ
›œ
Note: if ๐•ฃ is a parameterization wrt arc length then ๐•‹ = ๐•ฃ′ and ๐œ… = |๐•‹•| = |๐•ฃ•• |
and ๐œ… = t t = t ลพ t
•
๐‘Ž๐•‹ = ๐•’ ⋅ ๐•‹, ๐‘Žโ„• = ๐•’ ⋅ โ„• so ๐‘Ž๐•‹ = ๐‘ฃ′ and ๐‘Žโ„• = ๐‘ฃ G ๐œ…
By fund. Thm. ๐•ง(๐‘ก) = ๐•ง(๐‘ก-) +
๐‘‘๐‘ข
And ๐•ฃ(๐‘ก) = ๐•ฃ(๐‘ก- ) + ∫¤˜• ๐•ง(๐‘ข) ๐‘‘๐‘ข
?
#####
#####
Closed Ball: ๐ต#¦ (๐‘ƒ- ) = {๐‘ƒ||๐‘ƒ
Sphere: ๐‘†¦ (๐‘ƒ- ) = {๐‘ƒ||๐‘ƒ
- ๐‘ƒ | ≤ ๐‘Ÿ}
- ๐‘ƒ | = ๐‘Ÿ}
#####
Open Ball: ๐ต¦ (๐‘ƒ- ) = {๐‘ƒ||๐‘ƒ
- ๐‘ƒ | < ๐‘Ÿ}
As ๐•ฉ → ๐•ฉ- , ๐•—(๐•ฉ) → ๐•ƒ means that โ†ฒ
Given: ๐‘“: โ„l → โ„ˆ , unit ๐•ฆ ∈ โ„l , ๐‘˜ ∈ โ„•l then Directional Derivative (๐ท๐•ฆ ๐‘“)(๐•ฉ) = : lim
โ†ฑ ∀๐œ– > 0, ∃๐›ฟ > 0 ∀๐•ฉ ∈ ๐‘† [0 < |๐•ฉ − ๐•ฉ- | < ๐›ฟ ⇒ ๐•—(๐•ฉ) ∈ ๐ท and |๐•—(๐•ฉ) − ๐•ƒ < ๐œ–]
°(๐•ฉr•๐•–±)>°(๐•ฉ)
›๐•ฃ
๐’…๐’”
•
∫¤˜•? ๐•’(๐‘ข)
°(๐•ฉr•๐•ฆ)>°(๐•ฉ)
•
•→-
and Partial Derivative โ†ฒ
Let ๐‘“: โ„l → โ„ˆ , if ๐‘› = 1, then for any ๐•ฉ ๐•— is differentiable at ๐•ฉ ⇔ ∃ a unique ๐•’ ∈ โ„ˆ ๐‘ ๐‘ก as ๐•ฆ → ๐•ฉ, โ†ฒ
Differentiability and Total Derivative
|๐•—(๐•ฆ) − ๐•—(๐•ฉ) − ๐•’(๐•ฆ − ๐•ฉ)|
'๐•—(๐•ฆ)>๐•—(๐•ฉ)>³โ‹ฎ¸¹ ๐•—(๐•ฉ)โ‹ฎ¶(๐•ฆ>๐•ฉ)'
Total Derivative: ๐ด = ³โ‹ฎ ๐ทµ ๐•—(๐•ฉ) โ‹ฎ¶ i.e. [๐ทF ๐•— โ‹ฎ ๐ทG ๐•— โ‹ฎ โ‹ฏ โ‹ฎ ๐ทl ๐•—]
Linearization
๐•— is differentiable at ๐•ฉ ⇔ lim
= 0 ⇒ ๐•—• (๐•ฉ) = ³โ‹ฎ ๐ทµ ๐•—(๐•ฉ) โ‹ฎ¶
→0
|๐•ฆ>๐•ฉ|
๐•ฆ→๐•ฉ
|๐•ฆ − ๐•ฉ|
If f is differentiable at ๐•ฉ then its linearization at ๐•ฉ- is ๐ฟ๐•—,๐•ฉ(๐•ฉ) = ๐•—(๐•ฉ- ) + ๐•—′(๐•ฉ- )(๐•ฉ − ๐•ฉ- )
If all partials ๐ทµ ๐‘“ are continuous at ๐•ฉ, then f is differentiable at ๐•ฉ
If f is differentiable at ๐•ฉ, then f is continuous at ๐•ฉ
l
(๐ท๐•ฆ ๐‘“)(๐•ฉ) = ๐‘“ • (๐•ฉ)๐•ฆ = (∇๐‘“)(๐•ฉ) ⋅ ๐•ฆ
Properties of Total Derivative & Chain Rule
If ๐‘“(๐•ฉ) = ๐‘, then ๐‘“ • (๐•ฉ) = [0]l
(๐‘๐•˜)•(๐•ฉ) = ๐‘๐•˜′(๐•ฉ)
(๐ด๐•˜)•(๐•ฉ) = ๐ด๐•˜′(๐•ฉ)
Gradient ∇๐‘“(๐•ฉ) = ๐‘“ • (๐•ฉ)¼ = o๐ท… ๐‘“(๐•ฉ)p
(๐•— + ๐•˜)•(๐•ฉ) = ๐•—• (๐•ฉ) + ๐•˜′(๐•ฉ)
(๐‘ข๐•˜)•(๐•ฉ) = ๐‘ข(๐•ฉ)๐•˜•(๐•ฉ) + ๐•˜(๐•ฉ)๐‘ข′(๐•ฉ)
(๐•—/๐‘ข)′(๐•ฉ) = o๐‘ข(๐•ฉ)๐•—• (๐•ฉ) − ๐•—(๐•ฉ)๐‘ข• (๐•ฉ)p/(๐‘ข(๐•ฉ)G )
Then (๐•— โˆ˜ ๐•˜)• (๐•ฉ) = ๐•—• o๐•˜(๐•ฉ)p๐•˜′(๐•ฉ)
Chain Rule let ๐•—: โ„ˆ → โ„k , ๐•˜: โ„l → โ„ˆ
๐‘™ is tangent to ๐ถ at ๐•ฃ- iff: ∃ ๐œŽโƒ— st ๐œŽโƒ—(๐‘ก- ) = ๐•ฃ- and ๐œŽโƒ— •(๐‘ก- ) ≠ 0 and ๐‘™ = ๐‘™*¿*โƒ— ลพ(•? )(๐•ฃ- )
Tangent Lines and Planes
Let ๐ถ = {(๐‘ฅ, ๐‘ฆ)|๐‘ฆ = ๐‘“(๐‘ฅ)}, f be diff’ble at ๐‘ฅ- , then ๐‘™ is tangent to C at (๐‘ฅ- , ๐‘ฆ-) ⇔ ๐‘ฆ- = ๐‘“(๐‘ฅ- ) and โ†ฒ
โ†ฑ ๐‘™ = ๐ฟ°,=? = {(๐‘ฅ, ๐‘ฆ)|๐‘ฆ = ๐‘“(๐‘ฅ-) + ๐‘“ •(๐‘ฅ- )(๐‘ฅ − ๐‘ฅ- )}
OR if ๐‘ฅ = ๐‘”(๐‘ฆ) then ๐‘™ is tangent to C ⇔ ๐‘ฅ- = ๐‘”(๐‘ฆ- ) and ๐‘™ = ๐ฟÄ,A? = {(๐‘ฅ, ๐‘ฆ)|๐‘ฅ = ๐‘”(๐‘ฆ-) + ๐‘”• (๐‘ฆ-)(๐‘ฆ − ๐‘ฆ- )}
The plane ๐‘ is tangent to ๐‘† ๐‘Ž๐‘ก ๐•ฃ- iff โ†ฒ
โ†ฑ ∃ ๐œ™: โ„G → ๐‘† and ∃ ๐•ฅ- ∈ ๐‘‘๐‘œ๐‘š๐œ™ st ๐œ™(๐•ฅ- ) = ๐•ฃ- and ๐‘ = {๐•ฃ|๐•ฃ = ๐•ฃ- + ๐‘ก๐ทF (๐œ™)(๐•ฅ- ) + ๐‘ข๐ทG (๐œ™)(๐•ฅ- )
Maximum and Minimum Extrema
Local max at (๐‘Ž, ๐‘): ๐‘“(๐‘ฅ, ๐‘ฆ) ≤ ๐‘“(๐‘Ž, ๐‘) when (๐‘ฅ, ๐‘ฆ) is near (๐‘Ž, ๐‘)
Local Min at (๐‘Ž, ๐‘): ๐‘“(๐‘ฅ, ๐‘ฆ) ≥ ๐‘“(๐‘Ž, ๐‘) when (๐‘ฅ, ๐‘ฆ) is near (๐‘Ž, ๐‘)
If ๐‘“ has a local min or max at (๐‘Ž, ๐‘) then ๐ทF ๐‘“(๐‘Ž, ๐‘) = 0 and ๐ทG ๐‘“(๐‘Ž, ๐‘) = 0
If (๐‘Ž, ๐‘) is crit pt of f, let ๐ท = ๐‘“== (๐‘Ž, ๐‘)๐‘“AA (๐‘Ž, ๐‘) − ³๐‘“=A (๐‘Ž, ๐‘)G¶ โ†ฒ
โ†ฑ then if ๐ท > 0 and ๐‘“== (๐‘Ž, ๐‘) > 0 then ๐‘“(๐‘Ž, ๐‘) is a local min or if ๐ท > 0 and ๐‘“== (๐‘Ž, ๐‘) < 0 then ๐‘“(๐‘Ž, ๐‘) is a local max or if ๐ท < 0 then ๐‘“(๐‘Ž, ๐‘) is neither local min or max (saddle point)
To find extrema: โ†ฒ
โ†ฑ 1) Find values of ๐‘“ at the critical points of ๐‘“ in ๐ท. 2) Find the extreme values of ๐‘“ on the boundary of ๐ท. 3) The largest values from steps 1 and 2 is the absolute max, the smallest is the absolute min
Lagrange Multipliers
To find the max and min values of ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง) subject to the constraint ๐‘”(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘˜ [assuming they exist and ∇๐‘” ≠ ๐ŸŽ on the surface of ๐‘”(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘˜]:
a) find all values of ๐‘ฅ, ๐‘ฆ, ๐‘ง, and โ†ฒ
โ†ฑ ๐œ† such that ∇f(x, y, z) = λ∇g(x, y, z) and ๐‘”(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘˜
b) Evaluate ๐‘“ at all points (๐‘ฅ, ๐‘ฆ, ๐‘ง) that result from a). The largest is the max of ๐‘“, the smallest is the min of ๐‘“
This produces a system of eq’s: โ†ฒ
Union of regions: โˆฌ¸ ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐ด = โˆฌ¸ ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐ด + โˆฌ¸ ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐ด
Area: โˆฌ¸ 1 ๐‘‘๐ด = ๐ด(๐ท)
โ†ฑ ๐ทF ๐‘“ = ๐œ†๐ทF ๐‘”, ๐ทG ๐‘“ = ๐œ†๐ทG ๐‘”, ๐ทa ๐‘“ = ๐œ†๐ทa ๐‘”, ๐‘”(๐‘ฅ, ๐‘ง, ๐‘ฆ) = ๐‘˜
Multiple Integrals
N
P
โ†ฑ
l
lim ∑Ø…˜F ∑ˆ
µ˜F ∑k˜F ๐‘“(๐‘ฅ… , ๐‘ฆµ
Ø,ˆ,l→Ù
B ÄP(=) ¤P (=,A)
โˆญÜ ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘‰ = ∫@ ∫ÄN(=) ∫¤N(=,A) ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘ง ๐‘‘๐‘ฆ ๐‘‘๐‘ฅ
=P
=P
³[๐‘š]¶= = [๐‘š(๐‘ฅ)]=˜=
= ๐‘š(๐‘ฅG ) − ๐‘š(๐‘ฅF )
N
f over box B: โˆญ× ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘‰ =
Type I:
Physics
œ
, ๐‘งk )Δ๐‘‰
› “ (A) ¤ (=,A)
Type II: โˆญÜ ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘‰ = ∫D ∫“ P(A) ∫¤ P(=,A) ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘ง ๐‘‘๐‘ฅ ๐‘‘๐‘ฆ
N
N
Mass: ∫× ๐‘“ ๐‘‘๐‘š = ∑à
๐‘š
๐‘“(๐‘ฅ
โƒ—) and ๐‘š[๐‘†] = ∫× ๐‘‘๐‘š = ∑๐‘ต
k˜F k
๐’Œ˜๐Ÿ ๐’Ž๐’Œ
N
N=2: ‘โˆฌ(=,A)∈y ๐‘ฅ ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ) , โˆฌ(=,A)∈y ๐‘ฆ ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ)’, called (๐‘€ç [๐‘†], ๐‘€è [๐‘†])
Center of m: ๐‘๐‘š[๐‘†] = ๐‘€æ [๐‘†]/๐‘š[๐‘ ] = ∫¦โƒ—∈y ๐‘Ÿโƒ—๐‘‘๐‘š(๐‘Ÿโƒ—) / ∫¦โƒ—∈y ๐‘‘๐‘š(๐‘Ÿโƒ—)
For ๐œŒ: ๐‘๐‘š[๐‘†] =
ëì [y]
ˆ[y]
=
∫*îโƒ—∈ï ¦โƒ—í(¦โƒ—)›¦โƒ—
∫*îโƒ—∈ï í(¦โƒ—)›¦โƒ—
Centroid: ๐‘†ฬ… =
Moment of Inertia (about): ๐ผæ = ๐ผA + ๐ผ= = โˆฌ¸
(๐‘ฅ G
∫î*โƒ—∈ï ¦โƒ—›¦โƒ—
+๐‘ฆ
G)
G
๐œŒ(๐‘ฅ, ๐‘ฆ) ๐‘‘๐ด
B
General regions:
¤ (=,A)
Volume: ๐‘‰(๐ธ) = โˆญÜ ๐‘‘๐‘‰ i.e. โˆญÜ ๐‘‘๐‘‰ = โˆฌ¸ Þ∫¤ P(=,A) ๐‘‘๐‘งß ๐‘‘๐ด
N
1st m-moment about origin: ๐‘€æ [๐‘†] = ∑à
โƒ—k = ∫¦โƒ—∈y ๐‘Ÿโƒ— ๐‘‘๐‘š(๐‘Ÿโƒ—) if defined.
k˜F ๐‘šk ๐‘Ÿ
n=3: ‘โˆญ(=,A,C)∈y ๐‘ฅ ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ, ๐‘ง) , โˆญ(=,A,C)∈y ๐‘ฆ ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ, ๐‘ง) , โˆญ(=,A,C)∈y ๐‘ง ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ, ๐‘ง)’, called (๐‘€çé [๐‘†], ๐‘€éè [๐‘†], ๐‘€èç [๐‘†])
n=2: (๐‘€ç [๐‘†]/๐‘š[๐‘†], ๐‘€è [๐‘†]/๐‘š[๐‘†])
n=2: ๐‘†ฬ… = ๐‘๐ด[๐‘†] =
∫î*โƒ—∈ï ›¦โƒ—
›
Fubini’s Theorem: if ๐ต = [๐‘Ž, ๐‘] × [๐‘, ๐‘‘] × [๐‘Ÿ, ๐‘ ] then, โˆญ× ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘‰ = ∫¦ ∫D ∫@ ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง) ๐‘‘๐‘ฅ ๐‘‘๐‘ฅ ๐‘‘๐‘ง
โˆฌ(ñ,ò)∈ï(=,A)›(=A)
โˆฌ(ñ,ò)∈ï ›(=A)
=ó
about point ๐‘ƒ- : ๐‘€๐ผ S? [๐‘†] =
G
ô[y]
∫y ๐‘Ÿ÷G? ๐‘‘๐‘š
,
ô[y]
õ
n=3: ๐‘†ฬ… = ๐‘๐‘‰[๐‘†] =
about line โ„“: ๐‘€๐ผโ„“ [๐‘†] =
G
๐œŒ continuous on S: ∫y ๐‘‘๐‘š = ∫y ๐œŒ = ∫¦โƒ—∈y ๐œŒ(๐‘Ÿโƒ—)๐‘‘๐‘Ÿโƒ—
โˆญ(ñ,ò,ö)∈ï(=,A,C) ›(=AC)
i.e.: ๐‘ฅฬ… =
โˆญ(ñ,ò,ö)∈ï ›(=AC)
∫y ๐‘Ÿโ„“G ๐‘‘๐‘š
about origin: ๐‘€๐ผæ [๐‘†] =
G
G
ëò
ˆ
∫y ๐‘ŸæG ๐‘‘๐‘š
=
F
ˆ
โˆฌ¸ ๐‘ฅ ๐œŒ(๐‘ฅ, ๐‘ฆ) ๐‘‘๐ด
= ∫¦โƒ—∈y|๐‘Ÿโƒ— − 0|G ๐‘‘๐‘š(๐‘Ÿโƒ—)
n=3: ๐‘€๐ผè = โˆญ(=,A,C)∈y ๐‘ฆ + ๐‘ง ๐‘‘๐‘š(๐‘ฅ๐‘ฆ๐‘ง) , ๐‘€๐ผç = โˆญ(=,A,C)∈y ๐‘ง + ๐‘ฅ ๐‘‘๐‘š(๐‘ฅ๐‘ฆ๐‘ง) , ๐‘€๐ผé = โˆญ(=,A,C)∈y ๐‘ฅ G + ๐‘ฆ G ๐‘‘๐‘š(๐‘ฅ๐‘ฆ๐‘ง)
wrt x-axis: ๐‘š๐‘ฆ# G = ๐ผ= , wrt y-axis: ๐‘š๐‘ฅฬ…ฬ… G = ๐ผA
n=2: ๐‘€๐ผè [๐‘†] = โˆฌ(=,A)∈y ๐‘ฆ ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ) , ๐‘€๐ผç [๐‘†] = โˆฌ(=,A)∈y ๐‘ฅ ๐‘‘๐‘š(๐‘ฅ, ๐‘ฆ) , ๐‘€๐ผæ = ๐‘€๐ผè [๐‘†] + ๐‘€๐ผç [๐‘†]
n=3: ๐‘€๐ผè + ๐‘€๐ผç + ๐‘€๐ผé = โˆญ(=,A,C)∈y 2๐‘ฅ G + 2๐‘ฆ G + 2๐‘ง G ๐‘‘๐‘š(๐‘ฅ๐‘ฆ๐‘ง) = 2๐‘€๐ผæ
n=3: (๐‘€çé [๐‘†]/๐‘š[๐‘†], ๐‘€éè [๐‘†]/๐‘š[๐‘†], ๐‘€èç [๐‘†]/๐‘š[๐‘†])
โˆฌ(ñ,ò)∈ï = ›(=A) โˆฌ(ñ,ò)∈ï A ›(=A)
G
Radius of Gyration: ๐‘Ÿˆ,โ„“[๐‘†] = s๐‘€๐ผโ„“ [๐‘†]/๐‘š[๐‘†]
If ๐‘† = ๐•‹(๐ธFFF ) then ๐‘‰[๐‘†] = โˆญ(¤,ü,ý)∈Ü |๐‘‘๐‘’๐‘ก๐•‹• (๐‘ข, ๐‘ฃ, ๐‘ค)|๐‘‘(๐‘ข๐‘ฃ๐‘ค)
Linear Transformations:
For any ๐ด ∈ โ„ˆ,l , ๐‘‡ô : โ„l → โ„ˆ , ๐‘‡ô (๐‘ข
*โƒ—) = ๐ด๐‘ข
*โƒ— ∀๐‘ข
*โƒ— ∈ โ„l is a linear transformation from โ„l → โ„ˆ
NNN
G
Expand/Contract/Invert:
Diagonal reflection:
Horizontal Shear:
Vertical Shear:
Given: %๐‘ƒ- , ๐‘Žโƒ—, ๐‘*โƒ— , ⊆ โ„ , ๐ตFF = [0,1] × [0,1] and
area๐‘‡ô (๐ต) =
Then: areaD = 'det³๐‘Žโƒ—'๐‘*โƒ—¶' = '๐‘Žโƒ— × ๐‘*โƒ— '
๐‘Ÿ 0
0 1
1 ๐‘ 
1 0
|๐‘‘๐‘’๐‘ก๐ด|(๐‘Ž๐‘Ÿ๐‘’๐‘Ž๐ต)
๐ดF = Þ
ß
๐ดG = Þ
ß
๐ดa = Þ
ß
๐ดþ = Þ
ß
๐ท = %๐‘ƒ- + ๐‘ข๐‘Žโƒ— + ๐‘ฃ๐‘*โƒ— '(๐‘ข, ๐‘ฃ) ∈ ๐ตFF,
0 ๐‘ 
1 0
0 1
๐‘Ÿ 1
l
[๐‘Ž… , ๐‘… ], ๐ด ∈ โ„l,l , ๐‘‡ = ๐‘‡ô and 1: โ„l → {1}
Given: ๐ต = ๐‘ฅ…˜F
Then: ๐‘ฃ๐‘œ๐‘™๐ท = 'det³๐‘Žโƒ—'๐‘*โƒ—'๐‘โƒ—¶' = '๐‘Žโƒ— ⋅ o๐‘*โƒ— × ๐‘โƒ—p'
Given: ๐ตFFF = [0,1]a , ๐ท = {๐‘ƒ- + ๐‘ข๐‘Žโƒ— + ๐‘ฃ๐‘*โƒ— + ๐‘ค๐‘โƒ—|(๐‘ข, ๐‘ฃ, ๐‘ค) ∈ ๐ตFFF
Then: ∫¼(×) 1 = |๐‘‘๐‘’๐‘ก๐ด| ∫× 1 = ∫×|๐‘‘๐‘’๐‘ก๐ด|1 = ∫×|๐‘‘๐‘’๐‘ก๐‘‡′|
n=2: = โˆฌ(¤,ü)∈×|๐‘‘๐‘’๐‘ก๐‘‡ • (๐‘ข, ๐‘ฃ)|๐‘‘(๐‘ข๐‘ฃ)
n=3: = โˆญ(¤,ü,ý)∈×|๐‘‘๐‘’๐‘ก๐‘‡ • (๐‘ข, ๐‘ฃ, ๐‘ค)|๐‘‘(๐‘ข๐‘ฃ๐‘ค)
Polar Transformation: ๐‘‡÷ (๐‘Ÿ, ๐œƒ) = ๐‘Ÿ(๐‘๐‘œ๐‘ ๐œƒ, ๐‘ ๐‘–๐‘›๐œƒ) = ๐‘‡÷ (๐‘Ÿ • , ๐œƒ • )
Polar →Cartesian: (๐‘ฅ, ๐‘ฆ) = ๐‘‡÷ (๐‘Ÿ, ๐œƒ) ⇔ [๐‘ฅ = ๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘ฆ = ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ] ⇒ [๐‘Ÿ G = ๐‘ฅ G + ๐‘ฆ G , ๐‘ฅ ≠ 0 ⇒ ๐‘ก๐‘Ž๐‘›๐œƒ =
A
๐‘‘๐‘’๐‘ก๐‘‡ • (๐‘Ÿ, ๐œƒ) = det(x, y)• = det(๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ)′ = ๐‘Ÿ → (๐‘Ÿ ๐‘‘๐‘Ÿ ๐‘‘๐œƒ)
Cylindrical transformation:
=
(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘‡é (๐‘Ÿ, ๐œƒ, ๐‘ง) ⇔ (๐‘ฅ, ๐‘ฆ) = ๐‘‡÷ (๐‘Ÿ, ๐œƒ) ⇔ (๐‘ฅ, ๐‘ฆ) = ๐‘Ÿ(๐‘๐‘œ๐‘ ๐œƒ, ๐‘ ๐‘–๐‘›๐œƒ), ๐‘ง = ๐‘ง
๐‘‡C (๐‘Ÿ, ๐œƒ, ๐‘ง) = (๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ, ๐‘ง)
๐‘‡é (๐‘Ÿ, ๐œƒ, ๐‘ง) = ๐‘‡é , ๐œƒ , ๐‘ง ⇔ [๐‘Ÿ(๐‘๐‘œ๐‘ ๐œƒ, ๐‘ ๐‘–๐‘›๐œƒ) = ๐‘Ÿ (๐‘๐‘œ๐‘ ๐œƒ , ๐‘ ๐‘–๐‘›๐œƒ ), and z=z’]
Converting:
๐‘‡é (๐‘Ÿ, ๐œƒ, ๐‘ง) = ๐‘‡æ (๐œŒ, ๐œ™, ๐œƒ) ⇔ [(๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ) = (๐œŒ๐‘ ๐‘–๐‘›๐œ™๐‘๐‘œ๐‘ ๐œƒ, ๐œŒ๐‘ ๐‘–๐‘›๐œ™๐‘ ๐‘–๐‘›๐œƒ), ๐‘ง = ๐œŒ๐‘๐‘œ๐‘ ๐œ™] ⇒ [๐œŒG = ๐‘Ÿ G + ๐‘ง G , ๐‘Ÿ ≠ 0 ⇒ ๐‘๐‘œ๐‘ก๐œ™ = ๐‘ง/๐‘Ÿ
๐‘‘๐‘’๐‘ก๐‘‡ • (๐‘Ÿ, ๐œƒ, ๐‘ง) = ๐‘Ÿ๐‘๐‘œ๐‘  G ๐œƒ + ๐‘Ÿ๐‘ ๐‘–๐‘›G ๐œƒ = ๐‘Ÿ → (๐‘Ÿ ๐‘‘๐‘ง ๐‘‘๐‘Ÿ ๐‘‘๐œƒ)
Cyl→Rec: ๐‘ฅ = ๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘ฆ = ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ, ๐‘ง = ๐‘ง
Rec→Cyl: ๐‘Ÿ^2 = ๐‘ฅ^2 + ๐‘ฆ^2, ๐‘ก๐‘Ž๐‘›๐œƒ = ๐‘ฆ/๐‘ฅ, ๐‘ง = ๐‘ง
Triple Cylindrical: ๐ธ = {(๐‘ฅ, ๐‘ฆ, ๐‘ง)|(๐‘ฅ, ๐‘ฆ) ∈ ๐ท, ๐‘ขF (๐‘ฅ, ๐‘ฆ) ≤ ๐‘ง ≤ ๐‘ขG(๐‘ฅ, ๐‘ฆ), ๐ท = {(๐‘Ÿ, ๐œƒ)|๐›ผ ≤ ๐›ฝ, โ„ŽF (๐œƒ) ≤ ๐‘Ÿ ≤ โ„ŽG(๐œƒ)
(๐‘Ÿ •
&
•
•)
•
¤ (¦Dæœ$,¦œ…l$)
“
Then: โˆญÜ ๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง)๐‘‘๐‘‰ = ∫' ∫“ P(%) ∫¤ P(¦Dæœ$,¦œ…l$) ๐‘“(๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ, ๐‘ง) ๐‘Ÿ ๐‘‘๐‘ง ๐‘‘๐‘Ÿ ๐‘‘๐œƒ
N(%)
N
•
•
Spherical Transformation:
๐œŒ ≥ 0, 0 ≤ ๐œƒ ≤ 2๐œ‹, 0 ≤ ๐œ™ ≤ ๐œ‹
Sph→Rec: ๐‘Ÿ = ๐œŒ๐‘ ๐‘–๐‘›๐œ™, ๐‘ฅ = ๐œŒ๐‘ ๐‘–๐‘›๐œ™๐‘๐‘œ๐‘ ๐œƒ, ๐‘ฆ = ๐œŒ๐‘ ๐‘–๐‘›๐œ™๐‘ ๐‘–๐‘›๐œƒ, โ†ฒ
(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘‡æ (๐œŒ, ๐œ™, ๐œƒ) ⇔ (๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘‡é (๐œŒ๐‘ ๐‘–๐‘›๐œ™, ๐œƒ, ๐œŒ๐‘๐‘œ๐‘ ๐œ™)
Rec→Sph: ๐œŒG = ๐‘ฅ G + ๐‘ฆ G + ๐‘ง G , ๐‘ก๐‘Ž๐‘›๐œƒ = ๐‘ฆ/๐‘ฅ, ๐‘๐‘œ๐‘ ๐œ™ = ๐‘ง/๐œŒ
๐‘‡æ (๐œŒ, ๐œ™, ๐œƒ) = ๐‘‡é (๐œŒ๐‘ ๐‘–๐‘›๐œ™, ๐œƒ, ๐œŒ๐‘๐‘œ๐‘ ๐œ™) = (๐œŒ๐‘ ๐‘–๐‘›๐œ™๐‘๐‘œ๐‘ ๐œƒ, ๐œŒ๐‘ ๐‘–๐‘›๐œ™๐‘ ๐‘–๐‘›๐œƒ, ๐œŒ๐‘๐‘œ๐‘ ๐œ™)
B
•˜B
•˜B
Where arc length ๐ฟ(๐ถ) = ∫)โƒ— ๐‘‘๐‘ 
๐œŽ smth[a,b]⇔ ๐œŽ ๐ถ F , ๐œŽ • ≠ 0
Line Integral: ∫) ๐‘“ ๐‘‘๐‘  = ∫@ ๐‘“(๐œŽโƒ—(๐‘ก))||๐œŽโƒ— • (๐‘ก)||๐‘‘๐‘ก
For each ๐‘— ∈ โ„•l , ∫)โƒ— ๐‘“ ๐‘‘๐œ„µ = ∫•˜@ ๐‘“o๐œŽ(๐‘ก)p ๐œŽµ• (๐‘ก) ๐‘‘๐‘ก
And ∫)โƒ— ๐นโƒ— ⋅ ๐‘‘๐ผโƒ— = ∫•˜@ ๐นโƒ— o๐œŽโƒ—(๐‘ก)p ⋅ ๐œŽโƒ— ′(๐‘ก) ๐‘‘๐‘ก
For piecewise-smooth curves: ∫) ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐‘  = ∫) ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐‘  + ∫) ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐‘  + โ‹ฏ + ∫ _๐ถl ๐‘“(๐‘ฅ, ๐‘ฆ)๐‘‘๐‘ 
To parameterize line segment ๐•ฃ → ๐•ฃF , ๐•ฃ(๐‘ก) = (1 − ๐‘ก)๐•ฃ- + ๐‘ก๐•ฃF , 0 ≤ ๐‘ก ≤ 1
show F conservative:
๐‘ง = ๐œŒ๐‘๐‘œ๐‘ ๐œ™
N
P
So ∫) ๐น ⋅ ๐‘‘๐‘Ÿ = ∫) ∇๐‘“ ⋅ ๐‘‘๐‘Ÿ = ๐‘“(๐‘) − ๐‘“(๐‘Ž)
F is Conservative iff ๐น = ∇๐‘“
n=2: ๐น(๐‘ฅ, ๐‘ฆ) = (๐‘ƒ, ๐‘„), ๐ทF ๐‘„(๐‘ฅ, ๐‘ฆ) must = ๐ทG ๐‘ƒ(๐‘ฅ, ๐‘ฆ)
n=3: ๐น(๐‘ฅ, ๐‘ฆ, ๐‘ง) = (๐‘ƒ, ๐‘„, ๐‘…), CurlF=0 (๐œ•๐‘…/๐œ•๐‘ฆ = ๐œ•๐‘„/๐œ•๐‘ง, ๐œ•๐‘…/๐œ•๐‘ฅ = ๐œ•๐‘ƒ/๐œ•๐‘ง, ๐‘’๐‘ก๐‘)
B
Green’s Theorem: โˆฎ) ๐น ⋅ ๐‘‘๐‘Ÿ = โˆฎ ๐‘ƒ๐‘‘๐‘ฅ + ๐‘„๐‘‘๐‘ฆ = โˆฌ [๐œ•๐‘„/๐œ•๐‘ฅ − ๐œ•๐‘ƒ/๐œ•๐‘ฆ] ๐‘‘๐ด
F is vector function, C given by ๐•ฃ(๐‘ก), ๐‘Ž ≤ ๐‘ก ≤ ๐‘, ๐•‹(๐‘ฅ, ๐‘ฆ, ๐‘ง) unit tangent vector on C: ∫) ๐”ฝ ⋅ ๐‘‘๐•ฃ = ∫) ๐”ฝ ⋅ ๐•‹ ๐‘‘๐‘  = ∫@ ๐”ฝo๐•ฃ(๐‘ก)p ⋅ ๐•ฃ• (๐‘ก) ๐‘‘๐‘ก
More generally (given ๐”ฝ = (๐นF , ๐นG ), ๐นF and ๐นG real-valued and ๐ถ F ): ∫1¸ ๐”ฝ ⋅ ๐‘‘๐•€ = โˆฌ¸ ๐‘๐‘ข๐‘Ÿ๐‘™๐น ๐‘‘๐ด = โˆฌ¸ ∇ × ๐”ฝ ๐‘‘๐ด so (∫1¸2(๐นF ๐‘‘๐œ„F , ๐นG ๐‘‘๐œ„G) = โˆฌ¸(๐ทF ๐นG − ๐ทG ๐นF )๐‘‘๐ด)
Vector to scalar ∫) ๐”ฝ ⋅ ๐‘‘๐•ฃ = ∫) ๐‘ƒ ๐‘‘๐‘ฅ + ๐‘„ ๐‘‘๐‘ฆ + ๐‘… ๐‘‘๐‘ง, where ๐”ฝ = (๐‘ƒ, ๐‘„, ๐‘…) and d๐•ฃ = o๐‘ฅ • (๐‘ก), ๐‘ฆ •(๐‘ก), ๐‘ง •(๐‘ก)p
Divergence: ∇=
1
1=
๐šคฬ‚ +
1
1A
๐šฅฬ‚ +
1
1C
๐‘˜6 , ๐น(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘ƒ๐šคฬ‚ + ๐‘„๐šฅฬ‚ + ๐‘…๐‘˜6 , ๐‘ซ๐’Š๐’—๐‘ญ = ∇ ⋅ ๐น
n=3: ∇ × ๐น = (๐ทG ๐นa − ๐ทa ๐นG , ๐ทa ๐นF − ๐ทF ๐นa , ๐ทF ๐นG − ๐ทG ๐นF ) = (0,0,0)
And flux ∫๐•Š ๐”ฝ ⋅ ๐‘‘๐”ธ = โˆฌ(•,¤)∈¸ ๐”ฝ ‘๐œ™*โƒ— (๐‘ก, ๐‘ข)’ ⋅ (๐ทF × ๐ทG )o๐œ™*โƒ—p(๐‘ก, ๐‘ข) ๐‘‘(๐‘ก๐‘ข)
e.g. ∫) ๐‘ฆ ๐‘‘๐‘ฅ + ๐‘ง ๐‘‘๐‘ฆ + ๐‘ฅ ๐‘‘๐‘ง = ∫) ๐”ฝ ⋅ ๐‘‘๐•ฃ where ๐”ฝ(๐‘ฅ, ๐‘ฆ, ๐‘ง) = (๐‘ฆ, ๐‘ง, ๐‘ฅ)
Curl: (+) ccw rotation, (-) cw rotation, (0) no rotation
Surface Integrals:
Examples
n=2: ∇ × ๐น = (๐ทF , ๐ทG) × (๐นF , ๐นG ) = ๐ทF ๐นG − ๐ทG ๐นF = 0
Curl F: ∇ × ๐น
Given ๐œ™*โƒ—: ๐ท (๐ถ F and onto) → ๐‘† ⊆ ๐ธ, ๐•Š = (๐‘†, ๐œ™*โƒ—) then ∫๐•Š ๐‘“ ๐‘‘๐œŽ = โˆฌ(•,¤)∈¸ ๐‘“ ‘๐œ™*โƒ—(๐‘ก, ๐‘ข)’ '(๐ทF × ๐ทG )o๐œ™*โƒ—p(๐‘ก, ๐‘ข)' ๐‘‘(๐‘ก๐‘ข)
Find a simp. Cart. Eqtn. of plane p tangent to ๐‘† = {๐‘ฅ − ๐‘ฆ G + ๐‘’ C = ๐‘’} at (1, −1,1)
๐‘“(๐‘ฅ, ๐‘ฆ, ๐‘ง) = ๐‘ฅ − ๐‘ฆ G + ๐‘’ C โ†ฒ
C
โ†ฑ ∇๐น(๐‘ฅ, ๐‘ฆ, ๐‘ง) = (1, −2๐‘ฆ, ๐‘’ ) and ๐•ฃ- = (1, −1,1)
๐‘ƒ = %(๐‘ฅ, ๐‘ฆ, ๐‘ง)'∇๐น(1, −1,1) ⋅ o(๐‘ฅ, ๐‘ฆ, ๐‘ง) − (1, −1,1)p = 0, ⇔ ๐‘ฅ + 2๐‘ฆ + ๐‘’๐‘ง = ๐‘’ − 1
Determine at which of these pts f is locally max or min or has saddle pt โ†ฒ
∇๐‘“(๐‘ฅ, ๐‘ฆ) = (๐‘“F , ๐‘“G ) = (4๐‘ฅ a − 4๐‘ฅ, 4๐‘ฆ − 8) and ๐‘“FF = 12๐‘ฅ G − 4, ๐‘“GG = 4, ๐‘“FG = ๐‘“GF = 0
a) 4๐‘ฅ a − 4๐‘ฅ = 0 ⇔ 4๐‘ฅ(๐‘ฅ G − 1) = 0 ⇔ ๐‘ฅ = 0 ๐‘œ๐‘Ÿ ๐‘ฅ = ±1 b) 4๐‘ฆ − 8 = 0 ⇔ ๐‘ฆ = 2 โ†ฒ
๐‘“(๐‘ฅ, ๐‘ฆ) = ๐‘ฅ þ − 2๐‘ฅ G + 2๐‘ฆ G − 8๐‘ฆ
So pts = {(0,2), (1,2), (−1,2)}
For ๐•ฃ = (0,2), ๐‘“FF = −4 < 0, ๐ท = −16 < 0 ⇒Saddle
For ๐•ฃ = (1,2), ๐‘“FF = 8 > 0, ๐ท = 32 > 0 ⇒local min
For ๐•ฃ = (−1,2), ๐‘“FF = 8 > 0, ๐ท = 32 > 0 ⇒local min
B/G G
B/G G
Compute โˆฎ๐๐‘ซ ๐”ฝ ⋅ ๐’…๐•€
Given ๐ท = {(๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ)|1 ≤ ๐‘Ÿ ≤ 2, 0 ≤ ๐œƒ ≤ ๐œ‹/2 and ๐”ฝ(๐‘ฅ, ๐‘ฆ) = (๐‘๐‘œ๐‘ ๐‘ฅ − 3๐‘ฆ G , 1 − ๐‘’ œ…lA )
Greens Thm ⇒ โˆฎ ๐”ฝ ⋅ ๐‘‘๐•€ = ∫ ∫ [๐ทF ๐นG − ๐ทG ๐นF ]๐‘‘๐ด = ∫ ∫ 6๐‘Ÿ G ๐‘ ๐‘–๐‘›๐œƒ ๐‘‘๐‘Ÿ ๐‘‘๐œƒ = 14
1¸
Compute ๐’Ž[๐‘บ] = ∫๐‘บ ๐œน ๐’…๐ˆ = ∫๐‘บ ๐œน|๐’…๐”ธ| Given ๐‘† = ๐‘†F (0) = {๐•ฃ||๐•ฃ| = 1} and ๐›ฟ(๐‘ฅ, ๐‘ฆ, ๐‘ง) = 1 + ๐‘ง G
-
F
-
F
๐‘† = ๐œ™*โƒ—(๐ธ) and ๐œ™*โƒ—(๐œ™, ๐œƒ) = (๐‘ ๐‘–๐‘›๐œ™๐‘๐‘œ๐‘ ๐œƒ, ๐‘ ๐‘–๐‘›๐œ™, ๐‘ ๐‘–๐‘›๐œƒ, ๐‘๐‘œ๐‘ ๐œ™) = ๐•‹- (1, ๐œ™, ๐œƒ) and ๐œ™*โƒ— is ๐ถ F and 1-to-1 on ๐ธ ° โ†ฒ
GB B
|(๐ทF × ๐ทG )|o๐œ™*โƒ—p(๐œ™, ๐œƒ) = |(๐‘๐‘œ๐‘ ๐œ™๐‘๐‘œ๐‘ ๐œƒ, ๐‘๐‘œ๐‘ ๐œ™๐‘ ๐‘–๐‘›๐œƒ, −๐‘ ๐‘–๐‘›๐œ™) × (−๐‘ ๐‘–๐‘›๐œ™๐‘ ๐‘–๐‘›๐œƒ, ๐‘ ๐‘–๐‘›๐œ™๐‘๐‘œ๐‘ ๐œƒ, 0)| = ๐‘ ๐‘–๐‘›๐œ™ so ๐’Ž[๐‘บ] = ∫y ๐›ฟ ๐‘‘๐œŽ = โˆฌ(G,$)∈Ü ๐›ฟ ‘๐œ™*โƒ— (๐œ™, ๐œƒ)’ '(๐ทF × ๐ทG )o๐œ™*โƒ—p(๐œ™, ๐œƒ)' ๐‘‘(๐œ™, ๐œƒ) = ∫$˜- ∫G˜-(1 + cos G ๐œ™)๐‘ ๐‘–๐‘›๐œ™ ๐‘‘๐œ™ ๐‘‘๐œƒ
Find flux ∫๐•Š ๐”ฝ ⋅ ๐’…๐”ธ given ๐”ฝ(๐‘ฅ, ๐‘ฆ, ๐‘ง) = (0,0,3) same surface as above ∫๐•Š ๐”ฝ ⋅ ๐‘‘๐”ธ = โˆฌ(G,$)∈Ü ๐”ฝ ‘๐œ™*โƒ—(๐œ™, ๐œƒ)’ ⋅ (๐ทF × ๐ทG )o๐œ™*โƒ—p(๐œ™, ๐œƒ)๐‘‘(๐œ™๐œƒ) = โˆฌ(G,$)∈Ü ๐”ฝ(๐‘ ๐‘–๐‘›๐œ™๐‘๐‘œ๐‘ ๐œƒ, ๐‘ ๐‘–๐‘›๐œ™๐‘ ๐‘–๐‘›๐œƒ, ๐‘๐‘œ๐‘ ๐œ™) ⋅ (sinG ๐œ™ ๐‘๐‘œ๐‘ ๐œƒ, sinG ๐œ™ ๐‘ ๐‘–๐‘›๐œƒ, ๐‘๐‘œ๐‘ ๐œ™๐‘ ๐‘–๐‘›๐œ™)
GB
B
=∫$˜- ∫G˜- 3๐‘๐‘œ๐‘ ๐œ™๐‘ ๐‘–๐‘›๐œ™ ๐‘‘๐œ™ ๐‘‘๐œƒ = 0
Compute the volume ๐‘ฝ[๐‘ฌ๐Ÿ๐Ÿ๐Ÿ ] given ๐ธFFF = {(๐‘ข, ๐‘ฃ, ๐‘ค)|0 ≤ ๐‘ข ≤ 1, 0 ≤ ๐‘ฃ ≤ ๐‘ข, 0 ≤ ๐‘ค ≤ ๐‘ฃ} ๐‘ฝ[๐‘ฌ๐Ÿ๐Ÿ๐Ÿ] = โˆญ(¤,ü,ý)∈Ü
*****โƒ— + ๐‘ฃ๐ต๐ถ
*****โƒ— + ๐‘ค๐ถ๐ท
*****โƒ— |(๐‘ข, ๐‘ฃ, ๐‘ค) ∈ ๐ธFFF, ๐‘ฝ[๐‘บ] = โˆญ
*****โƒ— โ‹ฎ *****โƒ—
*****โƒ— ¶' ๐‘‘(๐‘ข๐‘ฃ๐‘ค) = F |−1(−1) + 1(2)| = F
Compute ๐‘ฝ[๐‘บ] given ๐‘† = Δ๐ด๐ต๐ถ๐ท = %๐ด + ๐‘ข๐ด๐ต
'det³๐ด๐ต
๐ต๐ถ โ‹ฎ ๐ถ๐ท
(¤,ü,ý)∈Ü
J
NNN
G
NNN
F
¤
ü
๐‘‘(๐‘ข๐‘ฃ๐‘ค) = ∫¤˜- ∫ü˜- ∫ý˜- ๐‘‘๐‘ค ๐‘‘๐‘ฃ ๐‘‘๐‘ข = 1/6
Express ๐‘ซ๐Ÿ (๐’‰)(๐’™, ๐’“, ๐œฝ) in terms of โ†ฒ
๐‘ซ๐Ÿ ๐‘ญ, ๐‘ซ๐Ÿ ๐‘ญ, ๐‘ซ๐Ÿ‘ ๐‘ญ, ๐’™, ๐’“, ๐œฝ given ๐•‹(๐‘ฅ, ๐‘Ÿ, ๐œƒ) = (๐‘ฅ, ๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ) and โ„Ž = ๐‘“ โˆ˜ ๐•‹ ๐‘ซ๐Ÿ (๐’‰) = โ„Ž• (๐‘ฅ, ๐‘Ÿ, ๐œƒ)(0,1,0) = ๐‘“ •o๐•‹(๐‘ฅ, ๐‘Ÿ, ๐œƒ)p๐•‹•(๐‘ฅ, ๐‘Ÿ, ๐œƒ)(0,1,0) = ๐‘“ • o๐•‹(๐‘ฅ, ๐‘Ÿ, ๐œƒ)p๐ทG(๐•‹)(๐‘ฅ, ๐‘Ÿ, ๐œƒ) = ๐‘“ • (๐‘ฅ, ๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ)(0, ๐‘๐‘œ๐‘ ๐œƒ, ๐‘ ๐‘–๐‘›๐œƒ) โ†ฒ
= ๐ทG (๐‘“)(๐‘ฅ, ๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ)๐‘๐‘œ๐‘ ๐œƒ + ๐ทa (๐‘“)(๐‘ฅ, ๐‘Ÿ๐‘๐‘œ๐‘ ๐œƒ, ๐‘Ÿ๐‘ ๐‘–๐‘›๐œƒ)๐‘ ๐‘–๐‘›๐œƒ
Compute ๐›๐’‡(๐’™, ๐’š) given ๐‘“(๐‘ฅ, ๐‘ฆ) = 2๐‘ฅ๐‘ ๐‘–๐‘›๐‘ฆ ๐›๐’‡(๐’™, ๐’š) = (2๐‘ ๐‘–๐‘›๐‘ฆ, 2๐‘ฅ๐‘๐‘œ๐‘ ๐‘ฆ) At ๐•ฃ๐ŸŽ = (๐Ÿ, ๐…/๐Ÿ”) compute direction ๐•ฆ๐ŸŽ of greatest rate of change โ†ฒ
B
B
B
J
J
J
๐•ฆ๐ŸŽ = ∇๐‘“(1, ๐œ‹/6) / |∇๐‘“(1, ๐œ‹/6)| = (2๐‘ ๐‘–๐‘›(๐œ‹/6),2๐‘๐‘œ๐‘ (๐œ‹/6))/ t‘2 sin ‘ ’ , 2 cos ‘ ’’t = (1, √3)/2 Compute ๐‘ซ๐•ฆ๐ŸŽ (๐’‡)(๐•ฃ๐ŸŽ ) = ∇๐‘“(๐•ฃ-) ⋅ ๐•ฆ- = t∇๐‘“ ‘1, ’t = '1, √3' = 2
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