Acceleration Simplest case a=constant. Equations hold even if Δt large. Δv =v f -v i t i = 0.
S Δt = t - t Vfs is for Δt = t - Faculty Server...
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Transcript of S Δt = t - t Vfs is for Δt = t - Faculty Server...
Formulae for PHYS 1410 Final Exam Spring 2017 (side 1)
Graphical Analysis
avg
rv
t
(slope of position versus time) f ir r r f it t t
avg
va
t
(slope of velocity versus time)
inst
drv
dt
(slope of position versus time at a specific time)
2
2inst
dv d ra
dt dt (slope of velocity versus time at a specific time)
Sf = Si + area under velocity versus time for Δt = tf - ti
Vfs = Vis + area under acceleration versus time for Δt = tf - ti
Analytical Analysis (for constant linear acceleration)
21
2f i iS SS S v t a t
fS iS Sv v a t
2 2 2fS iS Sv v a S
Formulae for PHYS 1410 Final Exam Spring 2017 (side 2)
Graphical Analysis
avgt
(slope of angular position versus time)
avgt
(slope of angular velocity versus time)
inst
d
dt
(slope of angular position versus time at a specific time)
2
2inst
d d
dt dt
(slope of angular velocity versus time at a specific time)
Ɵf = Ɵi + area under angular velocity versus time for Δt = tf - ti
ωfs = ωis + area under angular acceleration versus time for Δt = tf - ti
Analytical Analysis (for constant angular acceleration)
21
2f i i t t
f i t
2 2 2f i
s r
v r
ta r
22
r
va r
r
Formulae for PHYS 1410 Final Exam Spring 2017 (side 3)
Work and Kinetic Energy:
f
i
s
F aves
W F ds F s area under curve
FW F r (constant force)
221
2 2
pK mv
m netK W
Potential Energy:
gU mgy 21
( )2
sU k s ( )sp sF k s
With conservative forces only: With non-conservative forces:
f f i iK U K U i i ext f f thK U W K U E
Power:
sysdEP
dt
P F v
Impulse and linear momentum:
p mv
dpF
dt
aveJ Fdt F t area under curve p J
Elastic collision f iP P and f iK K
Moment of Inertia: Torque:
2
i i
i
I m r si nrF r F rF
Disk: 𝐼𝐷 = 1
2 𝑀𝑅2
r F
Hoop: 𝐼𝐻𝑜𝑜𝑝 = 𝑀𝑅2
netnet
I
Solid Sphere: 𝐼𝑆𝑜𝑙𝑖𝑑𝑆𝑝ℎ𝑒𝑟𝑒 = 2
5 𝑀𝑅2
Hollow Sphere: 𝐼𝐻𝑜𝑙𝑙𝑜𝑤𝑆𝑝ℎ𝑒𝑟𝑒 = 2
3 𝑀𝑅2
Kinetic Energy of rotation: 21
2rotK I
Angular Momentum: L I net
dL
dt
Gravitation: 1 2
2
Gm mF
r
G = 6.67 x 10-11 N m2/kg2
2surface
GMg
R
22 34
T rGM
Oscillations and Simple Harmonic Motion:
( )sp xF k x 2k
fm
1
fT
( ) cos( )ox t A t
max( ) sin( ) sin( )x o ov t A t v t
2( ) cos( )x oa t A t
2g
fL
simple pendulum