Physics Formulas: Kinematics, Dynamics, Work & Energy, Thermodynamics, Lecture notes of Physics

( 3 – 32∘). Celsius ( ) to Kelvin ( m) conversion: m = + 273. = Ø = Ø thermal expansion.

Typology: Lecture notes

2021/2022

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Physics 101 Formulas
4/9/2019 1
Kinematics
𝒗"#$ %='𝒙
') %%%%%%%%%%𝒂"#$ %='𝒗
')
𝑣% =%𝑣,%+%𝑎𝑡%%%%%𝑥%=%𝑥,%+%𝑣,𝑡%+1
2𝑎𝑡3%%%%%%%%%%%%%%%%%
%𝑣3%=%𝑣,
3%+%2𝑎𝛥𝑥
𝑔% = %9.8%m/s3%= %32.2%ft/s3
(near Earth’s surface)
Dynamics
𝛴𝑭%=%𝑚𝒂
%%𝑊𝑒𝑖𝑔ℎ𝑡% = %𝑚𝑔%
(near Earth’s surface)
𝑓G,I"J %%=%𝜇G𝐹M
%%%%%
𝑓N%=%𝜇N𝐹M%
𝑎O%=#P
Q%=%𝜔3𝑅
Universal Gravitation
Universal Gravitational Constant
%𝐺% = %6.7×%10ZZ%N ]P
^_P%%
%
%𝐹`%=%aIbIP
QP
%%%%%%%𝑈`%=%aIbIP
Q
Work & Energy
𝑊e%= %𝐹𝐷cos
(
𝜃
)
%%%%%%
%%𝐾%% = Z
3𝑚𝑣3%= mP
3I
𝑊Mno %= %𝛥𝐾%=%𝐾p%–%𝐾q
𝐸% = %𝐾% +%𝑈
𝑊sO %=𝛥𝐸% =%𝐸p%–%𝐸q%=%(𝐾p%+%𝑈p)%–%(𝐾q%+%𝑈q)
𝑈`t"#%= %𝑚𝑔𝑦
Impulse & Momentum
Impulse:
𝑰%=%𝑭"#$𝛥𝑡% = %𝛥𝒑
%%𝑭"#$𝛥𝑡% = %𝛥𝒑% = %𝑚𝒗p%–%𝑚𝒗q
%%𝑭"#$ %=%𝛥𝒑/𝛥𝑡
𝛴𝑭$J)𝛥𝑡%=%𝛥𝑷)y)"z %=%𝑷)y)"z,pqs"z%–%𝑷)y)"z,qsq)q"z%
(
momentum conserved if
%𝛴𝑭$J) %= %0)
𝒙OI%= Ib𝒙b%{%IP𝒙P
Ib%{%IP
Elastic Collisions: Mass
𝒎𝒊
moving with
𝒗𝒊
; Stationary mass
𝑴
𝑣I,p = 𝑣I,q I•€
I{€
𝑣€,p = 𝑣I,q 3I
I{€
Rotational Kinematics
𝜔% =%𝜔,%+%𝛼𝑡%
𝜃 =%𝜃,%+%𝜔,𝑡%+Z
3𝛼𝑡3
𝜔3%=%𝜔,
3%+%2𝛼𝛥𝜃
%
𝛥𝑥o%= %𝑅𝛥𝜃%%%%%%%%%%%%%𝑣o%= %𝑅𝜔%
𝑎o%=%𝑅𝛼
%
(
rolling without slipping
:%𝛥𝑥% = %𝑅𝛥𝜃%%%%%%%𝑣% = %𝑅𝜔%%%%%%𝑎%=%𝑅𝛼%)%
%
1%revolution%=%%radians
Rotational Statics & Dynamics
𝜏 = %𝐹𝑟%sin%𝜃
%
𝛴𝜏% = %0%and%𝛴𝐹 = 0%
(static equilibrium)%
𝛴𝜏% = %𝐼𝛼%
%
𝑊% = %𝜏𝜃%%
%
𝑳%=%𝐼𝝎
%%%%%%%
%𝛴𝝉$J)𝛥𝑡%=%𝛥𝑳
%%%%
%
%
%
(angular momentum conserved if
%𝛥𝝉$J) %= %0
) %
𝐾ty)%=Z
3𝐼𝜔3%= P
3”%%
𝐾)y)"z %=%𝐾)t"sG%+%𝐾ty)%= Z
3𝑚𝑣3%+Z
3𝐼𝜔3
Moments of Inertia (I)
𝐼 = %𝛴𝑚𝑟3%% (for a collection of point particles)%%
𝐼% = 1
2𝑀𝑅3%(solid disk or cylinder)%%%%
𝐼% = 2
5𝑀𝑅3 (solid ball)%%%%
𝐼% = 2
3𝑀𝑅3%(hollow sphere)%%
𝐼% = %𝑀𝑅3%(hoop or hollow cylinder)%%%%%%
𝐼% = 1
12%𝑀𝐿3%(uniform rod about center)
𝐼% = 1
3%𝑀𝐿3%(uniform rod about one end)
Last Name:
First Name:
Lab Section:
Exam Day: Exam Time
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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

  • ZZ

N ∙

]

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

€

œ

(density)

Buoyant force 𝐹 

ŸqG

= 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

= 𝜆 𝑓 𝑣 = 𝑐 = 3 × 10

§

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

harmonic)

Sound Waves

Loudness: 𝛽 = 10 log 10

”

” ®

¯ (in dB), where 𝐼

,

  • Z

W/m

3

±

²³t

P

(sound intensity)

3

Z

10 dB

log μ

3

Z

zqG)s$t

¸¹º»¼

±#

¾¿¸À»ÁÂ

¸¹º»¼

∓#

¸¹ºÂÄÁ

Å 𝑓

GyÆtO$

(Doppler Effect)

Numerator: Use

  • if listener moves toward source
  • if listener moves away from source.

Denominator: Use

  • if source moves toward listener
  • if source moves away from listener.

3

N

I

3 ³

È

= 2 𝜋Ê

I

N

I"J

I"J

I"J

3

For a simple pendulum 𝜔

3

`

“

L / g

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