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Kinematics
"#$
'𝒙
')
"#$
'𝒗
')
,
,
,
3
3
,
3
𝑔 = 9. 8 m/s
3
= 32. 2 ft/s
3
(near Earth’s surface)
Dynamics
𝛴𝑭 = 𝑚𝒂 𝑊𝑒𝑖𝑔ℎ𝑡 = 𝑚𝑔 (near Earth’s surface)
G,I"J
G
M
N
N
M
O
P
Q
3
Universal Gravitation
Universal Gravitational Constant 𝐺 = 6. 7 × 10
]
P
^_
P
`
aI b
I P
Q
P
`
aI b
I P
Q
Work & Energy
e
= 𝐹𝐷cos
Z
3
3
m
P
3 I
Mno
p
q
sO
p
q
p
p
q
q
`t"#
Impulse & Momentum
Impulse: 𝑰 = 𝑭 "#$
"#$
p
q
"#$
$J)
)y)"z
)y)"z,pqs"z
)y)"z,qsq)q"z
(momentum conserved if 𝛴𝑭
$J)
OI
I
b
𝒙
b
{ I
P
𝒙
P
I
b
{ I
P
Elastic Collisions: Mass 𝒎 𝒊
moving with 𝒗
𝒊
; Stationary mass 𝑴
I,p
I,q
I
I{
,p
I,q
3 I
I{
Rotational Kinematics
,
,
,
Z
3
3
3
,
3
o
o
o
(rolling without slipping: 𝛥𝑥 = 𝑅𝛥𝜃 𝑣 = 𝑅𝜔 𝑎 = 𝑅𝛼 )
1 revolution = 2π radians
Rotational Statics & Dynamics
𝜏 = 𝐹𝑟 sin 𝜃
𝛴𝜏 = 0 and 𝛴𝐹 = 0 (static equilibrium)
$J)
(angular momentum conserved if 𝛥𝝉
$J)
ty)
Z
3
3
P
3
)y)"z
)t"sG
ty)
Z
3
3
Z
3
3
Moments of Inertia (I)
3
(for a collection of point particles)
3
(solid disk or cylinder)
3
(solid ball)
3
(hollow sphere)
3
(hoop or hollow cylinder)
3
(uniform rod about center )
3
(uniform rod about one end )
Last Name:
First Name:
Lab Section:
Exam Day: Exam Time
Fluids
e
, 𝑃(𝑑) = 𝑃( 0 ) + 𝜌𝑔𝑑 change in pressure with depth 𝑑
(density)
Buoyant force 𝐹
qG
= weight of displaced fluid
Flow rate 𝑄 = 𝑣 Z
Z
3
3
continuity equation
Z
Z
3
Z
3
Z
3
Z
3
3
3
3
Bernoulli equation
Simple Harmonic Motion
Hooke’s Law: 𝐹 G
Gmtqs`
Z
3
3
𝑥(𝑡) = 𝐴 cos(𝜔𝑡) or 𝑥(𝑡) = 𝐴 sin(𝜔𝑡)
𝑣(𝑡) = – 𝐴𝜔sin(𝜔𝑡) 𝑜𝑟 𝑣(𝑡) = 𝐴𝜔cos(𝜔𝑡)
3
cos(𝜔𝑡) or 𝑎(𝑡) = – 𝐴𝜔
3
sin(𝜔𝑡)
Harmonic Waves
¤
o
§
m/s for electromagnetic waves (light, microwaves, etc.)
3
e
I
¨
for wave on a string 𝜆
s
3
s
𝐿 (wavelength, of the 𝑛
)ª
harmonic)
Sound Waves
Loudness: 𝛽 = 10 log 10
®
¯ (in dB), where 𝐼
,
W/m
3
±
²³t
P
(sound intensity)
3
Z
10 dB
3
Z
zqG)s$t
¸¹º»¼
±#
¾¿¸À»ÁÂ
¸¹º»¼
∓#
¸¹ºÂÄÁ
GyÆtO$
(Doppler Effect)
Numerator: Use
Denominator: Use
3
N
I
3 ³
È
I
N
I"J
I"J
I"J
3
For a simple pendulum 𝜔
3
`
Ë")$t
= 1000 kg/m
Í
1 m
Í
= 1000 liters
1 atm = 1. 01 𝑥 10
Î
Pa
1 Pa = 1 N/m
3
(area of circle A=πr
2