5._momentcouples
TRANSCRIPT
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5. MOMENTS, COUPLES, FORCES SYSTEMS
& FORCE RESOLUTION
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(a) Translation (b) Translation & Rotation (c) Rotation
Concept of a Moment
When the Force is
applied at the CGWhen the Force is not
applied at he CG
When the Force is not
applied at the CG, & thebody is hinged at the CG
body
CG
of the
body
Objective: To explain the concept of a Moment
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If a Force P is applied at the midpoint of thefree, rigid, uniform object, it will slide the
object such that every point moves an equal
distance. The object is said to translate.
If the same force is applied at some other
point as in second figure, then the object willboth translate and rotate.
If the point on the object is fixed against
translation, (third figure) then the applied
force causes the object to rotate only.
Objective: Explanation of the Concept of Moment - continued
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This tendency of a
force to produce
rotation about some
point is called theMoment of a force
Moment of a Force
Objective: Definition of Moment in Statics
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Moment of a Force
F
d
The tendency of a force to produce
rotation of a body about some reference
axis or point is called the MOMENT OF A
FORCE
M=Fxd
Objective: An example to illustrate the definition of Moment in Statics
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F= 25#
15
Lever arm
M= - F x d
= -25 x 15
= - 375 #-in
90 deg
d
F
Moment = Force x Perpendicular Distance = Fxd
Example One: Closing the Door
Example Two:
Tightening the
NUT
Common Examples in the Application of the Concept of Moment
Ob ective: To ex lain the conce t of Moment in Statics with ever da exam les
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Sign Convention for Moments
- +
Clockwise negative Anti-clockwise positive
Objective: To illustrate the sign conventions for Moment in Statics
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F
d
M = - F d
What is the moment at A for the Noodle Beam fixed at A andloaded by Force F at B?
A
B
Objective: To illustrate that Moment is always Force x Distance, irrespective of the shape
of the structure
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Varignons Theorem
y
x
d
F
Fx
Fy
F
M=-F.d M= -Fy.x + Fx.y
AA
According to Varignons Theorem, a Force can be resolved into its
components and multiplied by the perpendicular distances for easy
calculation of the Moment
=
Objective: To explain Varignons Theorem
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d
F
d
F
Fx
Fy
d cos
d sin
AA
M about A= F x d )sin()cos()( dFdFdF xy +=
Substitute for Fx and Fy
F x d =
)sin(sin)cos(cos)( dFdFdF +=
22
sincos)( FdFddF +=
)sin(cos 22 +=FdFd
Fd
Proof of Varignons Theorem
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F
d
F
d
M about A= -F x d
d sin
d cos
Fd
Fd
dFdF
dFdFM xy
=
+=
=
=
)sin(cos
sin.sincos.cos
sincos
22
yF
xF
On the Left hand side the Moment is got directly by multiplying F times d.
On the Right hand side it is proved the Moment is F.d using Varignons
theorem.
Proof Of Varignons Theorem
Ob ective: To rove Vari nons Theorem
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Plane of thecouple
dF F
FF
Concept of a Couple
When you grasp the opposite side of
the steering wheel and turn it, you are
applying a couple to the wheel.
A couple is defined as two forces (coplanar) having the same magnitude, parallel
lines of action, but opposite sense. Couples have pure rotational effects on the
body with no capacity to translate the body in the vertical or horizontaldirection. (Because the sum of their horizontal and vertical components are zero)
d, arm of the couple
Ob ective: To ex lain the conce t of a Cou le in Statics
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A A A5
10 15
B
C
D
10lb
10lb
10lb
10lb
10lb
10lb
2 2
2 2
2 2
lbft
MA
.40
210210
=
+=
lbft
MA
.40
210210
=
+=
lbft
MA
.40210210
=
+=
lbftMA
.40210210
=
+=
Effect of Couple applied at different points at the base
of a Cantilever
Thus it is clear that the effect of a couple at the base of the Cantilever is
independent of its (couples) point of application.
Objective: To explain that the effect of a Couple is independent of its point of application
F
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d
1. Introduce two equal
and opposite forces at
B (which does not alter
the equilibrium of the
structure)
FF
F
d
REPLACING A FORCE
WITH A FORCE & A
COUPLE
2. Replace
the abovetwo Forces
with a
Couple= F.d Hence a Force can be replaced with an Equivalent
Fore and a Couple at another point.
Objective: To explain how a Force can be replaced by a Force and couple at another
point
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FF
F F
d dd
=
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FORCE SYSTEMS
Objective: To explain various types of Force systems which occur in Construction
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y
x
Collinear Force System
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y
x
z
Coplanar Force System
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y
x
z
Coplanar parallel
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y
x
Coplanar Concurrent
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x
y
z
Noncoplanar parallel
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y
x
z
Noncoplanar concurrent
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x
y
z
Noncoplanar nonconcurrent
FORCE SYSTEMS
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FORCE SYSTEMS
Resolution of Forces into Rectangular Components
F
x
y
xF
yF
cosFFx =
sinFFy =
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Sign convention for Forces
Forces towards rightPositive
Forces upwardPositive
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Resolution of a Force How to Apply cos and sin
cosF
cosF
cosF
cosF
cosF
cosFsinF
sinF
sinF
sinF
sinF
sinF
Fy
x
F
FF
F F
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Vector Addition By Component Method
A
B
C
Ax
Ay
Cx
Cy
Bx
By
R
Rx
Ry
)(tan
tan
))()((
1_
22
x
y
x
y
yx
yyyy
xxxx
R
R
R
R
RRR
xBCAR
BACR
=
=
+=
+=
=
x
y
x
y
sin
cos
AA
AA
y
x
=
=
sin
cos
CC
CC
y
x
=
=
sin
cos
BB
BB
y
x
=
=
Vector Addit ion by the component method
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x
y
1F
2
F
xF1
yF1
cos11
FFx =
sin11 FFy =
xF2
yF2
cos22 FFx =
sin22 FF y =
yyy
xxx
FFR
FFR
12
12
=
=
xR
yR
)( 22
yx RRR +=
x
y
R
R1
tan
=
x
y
R
R
Objective: To add two vectors by the component method