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Home work
Thesis1. Hair tension and it’s applications
2. Frictions and their applications
3. Frictional reduction
4. The moon movements
5. Water moving by moon gravitation
6. Solar system movements
1. Net force and Newton's first law2. Newton's second law3. Newton's third law4. Frictional forces5. Gravitation6. Circular motion7. Centripetal force8. Static equilibrium and reference frames
Teflon is actually a substance called polytetrafluoroethylene (PTFE), which is considered to be the most slippery substance that exists
Review about rotation
Learning check
Part 7
Centripetal Force
Centripetal Force: Appear with CMFc= m.a=m.v2/RPerpendiculer to v
Exercise: Calculating Centripetal
accelaration for the Moon?
Giving: Moon takes 27.3 days (2.36.106s) to orbit the Earth with average distance of 3.84.108m radius of the moon = 1 737.4 kilometers
Determine the centripetal force acts to the moon?Determine the gravity from the moon’s surface?
mass of the Moon = 7.36 × 1022 kilograms
Part 8
Static equilibrium and reference frames
Static Equilibrium
0F
Static Equilibrium :The object is either at rest
Dynamic Equilibrium: The object has its center of mass moving with a constant velocity.
1-Translational Equilibrium: Equilibrium in linear motion
However for object with size this is not sufficient. One more condition is needed. What is it?
For rotational equilibrium: the net torque acting on the object about any axis must be zero.
0
For an object to be in static equilibrium, it should not have linear or angular speed.
0CMv 0
CMd
d
F
-F
Conditions for Equilibrium
What happens if there are many forces exerted on the object?
If an object is in translational and rotational static equilibrium, the net torque must be 0 about any arbitrary axis.
Because the object is not movingnot moving, no matter what the rotational axis is, there should not be a motion.
Suppose that forces acting on x-y plane, giving torque only along z-axis. What is the conditions for equilibrium in this case?
Two vector equations turn to three equations.
0F 0xF 0yF
0 0z
O
F1
F4
F3
F 2
F5
r5 O’r’
How did we solve equilibrium problems?
1. Identify all the forces and their directions and locations
2. Draw a free-body diagram with forces indicated on it
3. Write down vector force equation for each x and y component with proper signs
4. Select a rotational axis for torque calculations Selecting the axis such that the torque of one of the unknown forces become 0.
5. Write down torque equation with proper signs6. Solve the equations for unknown quantities
Learning checkA uniform 40.0 N board supports a father and daughter weighing 800 N and 350 N, respectively. If the support (or fulcrum) is under the center of gravity of the board and the father is 1.00 m from CoG, what is the magnitude of normal force n exerted on the board by the support?
F D
n
1m x
MBgMFgMFg
Determine where the child should sit to balance the system.
Help
Since there is no linear motion, this system is in its translational equilibrium
xF 0
yF gM B 0gM F gM D n
The net torque about the fulcrum by the three forces is:
Therefore to balance the system, the daughter must sit
x mgM
gM
D
F 00.1 mm 29.200.1350
800
0 gM B 00.1 gM F xgM D 0
Therefore the magnitude of the normal force
N11903508000.40n
F Dn
1m x
MBgMFgMFg
Equilibrium Test
Determine the position of the child to balance the system for different position of axis of rotation (half of X at the right side).
What is the conclusion of this exercise?
F D
n
MBgMFg MFg
1m x
x/2
Rotational axis
Solution
No matter where the rotation axis is, net effect of the torque is identical.
Since the normal force is
The net torque about the axis of rotation by all the forces is
n gMgMgM DFB 2/xgM B 0 2/00.1 xgM F 2/xn 2/xgM D
Therefore
The net torque can be rewritten 2/xgM B 2/00.1 xgM F
2/xgMgMgM DFB 2/xgM D
xgMgM DF 00.1 0
x mgM
gM
D
F 00.1 mm 29.200.1350
800
F Dn
MBgMFg MFg
1m x
x/2
Rotational axis
Mechanical Equilibrium
A uniform ladder of length l and weight mg = 50 N rests against a smooth, vertical wall. If the coefficient of static friction between the ladder and the ground is s=0.40, find the minimum angle min at which the ladder does not slip.
FBDmg
P
f
n
O
l
Result
First the translational equilibrium, using components xF Pf 0
yF nmg 0
From the rotational equilibrium O minmin sincos
2 Pl
lmg 0
min
P
mg
2tan 1 51
40
50tan 1
N
N
The maximum static friction force just before slipping is, therefore, max
sf ns NN 20504.0 P
Thus, the normal force is n mg N50
mg
P
f
n
O
Inertial Reference Frames:
• A Reference FrameReference Frame is the place you measure from.– It’s where you nail down your (x,y,z) axes!
• An Inertial Reference Frame (IRF) is one that is not accelerating or having constant velocity.– We will consider only IRFs in this course.
• Valid IRFs can have fixed velocities with respect to each other. – Remember that we can measure from different vantage
points.Inertial Reference Frame (IRF) is different from Non-
Inertial Reference Frame (NIRF) that is accelerating a0
Learning check
Choosing an IRF from these
a) a free fall
b) an UCM
c) a butterfly with 5m/s of velocity
d) a fly with 5m/s2 of acceleration
Home work
1-
2-
3-
4-A person holds a 50.0N sphere in his hand. The forearm is horizontal. The biceps muscle is attached 3.00 cm from the joint, and the sphere is 35.0cm from the joint. Find the upward force exerted by the biceps on the forearm and the downward force exerted by the upper arm on the forearm and acting at the joint. Neglect the weight of forearm.
O
FB
FU mg
d
l
5-A uniform horizontal beam with a length of 8.00m and a weight of 200N is attached to a wall by a pin connection. Its far end is supported by a cable that makes an angle of 53.0o with the horizontal. If 600N person stands 2.00m from the wall, find the tension in the cable, as well as the magnitude and direction of the force exerted by the wall on the beam.
8m
53.0o
2m
FBD
R T
53.0o
Tsin53
Tcos53
Rsin
Rcos
Result
From the rotational equilibrium
Using the translational equilibrium
First the translational equilibrium, using components
cosR
sinR
0.53cosT
NNT 2006000.53sin
7.710.53cos313
0.53sin313800tan 1
And the magnitude of R is
Rcos
0.53cos T N582
1.71cos
0.53cos313
xF cosR 0
yF sinR 0
0.53cosT
0.53sinT N600 N200
00.80.53sin T 0NT 313
00.2600 N mN 00.4200
8m
53.0o
2mFBD
R T
53.0o
Tsin53Tcos53
Rsin
Rcos
???
6-
7-
End of chapter 2Thank you very much for your attention
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