moment of a force about a point
TRANSCRIPT
1
MOMENT OF A FORCE ABOUT A POINT
• The tendency of a body to rotate about an axis
passing through a specific point O when acted
upon by a force (sometimes called a torque).
2
APPLICATIONS
A torque or moment of 12 N · m is required to rotate the wheel.
Which one of the two grips of the wheel above will require less
force to rotate the wheel?
3
Couple Moment
• The couple-moment is known as a free vector, meaning that it can be moved
anywhere in space without changing its
meaning.
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100mm
100mm
150mm
100mm
135 N
135 N
90 N
90 N
100mm
135 N
135 N
3.14 Equivalent Couples
Figure shows three couples which act successively on the same rectangular box. As seen in the
preceding section, the only motion a couple can impart to a rigid body is a rotation.
Since each of the three couples shown has the same moment M ( same direction and same magnitude
M = 135 N. m ), we can expect the three couples to have the same effect on the box.
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MOMENT OF A FORCE ABOUT A POINT
• Magnitude of a moment
Mo = F d N.m
• Mo = Magnitude of the moment of F around point O
• d = Perpendicular distance from O to the line of action
of F
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• Moment produces a rotation.
• Direction determined by using the Right-
Hand Rule.
• The thumb points along the moment axis
and the other fingers are curled following
the sense of rotation.
• Could be ‘clockwise’ (CW) or ‘anti/counter
clockwise’ (CCW).
DIRECTION OF MOMENT OF
A FORCE
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Sample problem 3.1
A 450N vertical force is applied to the end of a lever
which is attached to a shaft at O.
Determine
(a) the moment of the 450N force about O
(b) the horizontal force applied at A which creates the
same moment about O
(c) the smallest force applied at A which creates the
same moment about O
(d) how far from the shaft a 1100N vertical force must act
to create the same moment about O
(e) whether any one of the forces obtained in parts b,c and
d is equivalent to the original force.
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Solution
a) Moment about O
The perpendicular distance from O to the line
of action of the 450N force is
The magnitude of the moment about O of the
450N force is
d = (0.6m) cos 60˚ = 0.3 m
Mo = Fd = (450 N) (0.3m) = 135 N.m
Since the force tends to rotate the lever clockwise
about O, the moment will be represented by a
vector Mo perpendicular to the plane of the figure and
pointing into the paper.We express this fact by writing.
Mo = 135 N.m
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b. Horizontal Force
In this case, we have
d = (0.6m) sin 60˚ = 0.52 m
Since the moment about O must be 135N.m,
we write
Mo = Fd
135 N.m = F (0.52 m)
F = 260 N F= 260 N
Solution
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c. Smallest Force
Since Mo = Fd, the smallest value of F occurs
when d is maximum. We choose the force perpendicular
to OA and note that d = 0.6m, thus
Mo = Fd
135 N.m = F (0.6 m)
F = 225 N F= 225 N 30˚
Solution
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d. 1100 N Vertical Force
In this case Mo = Fd yields
135 N.m = (1100 N)d
d = 0.12 m
OB cos 60˚ = d
OB = d
cos 60˚
OB = 0.24 m
Solution
e. None of the forces considered in parts b,c and d is equivalent to
the original 450N force. Although they have the same moment about O,
they have different x and y components.
In other words, although each forces tends to rotate the shaft in the same
manner, each causes the lever to pull on the shaft in a different way.
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Sample problem 3.2
A force of 800 N acts on as bracket as shown.
Determine the moment of a force about B.
16 0.2
0.16
Fx= 800 cos 60
Fy = 800 sin 60
B
A
MB = xFy + yFx
= 0.2 (800 sin 60)
+ 0.16 (800 cos 60)
= 138.564 + 64
= 202.6 Nm
Solution
17
Sample problems 3.3
A 135N force acts on the end of the 0.9 m
lever as shown.
Determine the moment of the force about O 135N
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135N
Solution
The force is replaced by two components, one component
P in the direction of OA and one component Q perpendicular
to OA.
Since O is on the line of action of P, the moment of P about O
is zero and the moment of the 135N force reduces to the moment
of Q, which is clockwise and, thus, is represented by a negative
scalar.
Q = (135N) sin 20˚ = 46.2 N
Mo = -Q (0.9m) = -(46.2N)(0.9m) = -41.6N.m
Since the value obtained for the scalar Mo is negative,
the moment Mo points into the paper. We write
Mo = 41.6 N.m
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EXAMPLE 1
Given: A 400 N force is
applied to the frame
and = 20°.
Find: The moment of the
force at A.
1) Resolve the force along x and y axes.
2) Determine MA using scalar analysis.
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+ Fy = -400 sin 20° N
+ Fx = -400 cos 20° N
+ MA = {(400 cos 20°)(2) + (400 sin 20°)(3)} N·m
= 1160 N·m
Solution
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Problems 3.1
A 90-N Force is applied to the control rod AB as shown. Knowing that the length of the rod is 225mm,
determine the moment of the force about point B by resolving the force into components along AB and in a
direction perpendicular to AB.
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Problems 3.2
A 90-N Force is applied to the control rod AB as shown. Knowing that the length of the rod is 225mm,
determine the moment of the force about point B by resolving the force into horizontal and
vertical components.
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Solution 3.3
3.4 m
4.8 m
A 3N force P is applied to the lever which controls the auger of a snow blower. Determine the moment of P about
A when αis equal to 30º.
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3.20 Further Reduction of a Force and Couple System
If R and MRP are perpendicular to each other,
the force-couple system at P can be further reduced to a
single resultant force.
Will be the case for system consisting either :
(a) concurrent force
(b) coplanar force
(c) parallel forces
(a) concurrent force
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The moment of the resultant force about the grip
the moment of all the forces about the grip
FRd = F1d1 + F2d2 + F3d3
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Sample problems 3.8
A 4.80m long beam is subjected to the forces shown.
Reduce the given system of forces to
a) an equivalent force couple system at A
b) single force or resultant
150N 600N 100N 250N
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= - 600(1.6m) + 100(2.8m) – 250(4.8)
= - 1880 Nm
+ FR = 150 - 600 + 100 - 250 = - 600 N
= 600 N
+ SMA = F1d1 + F2d2 + F3d3
F1 F2 F3
solution 150N 600N 100N 250N
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A B
d
FR = 600 [N]
FRd = SMA
(600) d = 1880 Nm
d = 1880/600
= 3.13 m
Thus, the single force equivalent to the given system;
FR = 600 [N] , d = 3.13 [m]
solution
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Solution
16.4 N 16.4 N 14 N
D
A B C =
D
L R
2.1 m
0.85 m d 0.25 m
For equivalence,
F : - 16.4 – 16.4 – 14 = - R
R = 46.8 N
: - (0.25)(16.4) – (1.10)(16.4) – (1.10 + d)(14) = - L (46.8)
37.54 + 14d = 46.8 L »Eq 1
S
DM
37
Example 3 (cont)
(a)For d = 0.625 m, substitute the value of d in Eq 1,
37.54 + 14 (0.625) = 46.8 L
L = 0.9891 m
The resultant passes through a point 0.9891 m to the right
of D
(b) For L = 1.05 m, substitute the value of L in Eq. 1,
37.54 + 14d = 46.8 (1.05)
d = 0.8275 m