Moment r F r d F Translation Translation + Rotation r This - - PowerPoint PPT Presentation

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Moment r F r d F Translation Translation + Rotation r This - - PowerPoint PPT Presentation

Moment r F r d F Translation Translation + Rotation r This rotation tendency is known as moment M of force ( torque ) Axis of rotation may be any line which neither intersects nor parallel to the line of action of force r


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SLIDE 1

Moment

F r F r

d Translation Translation + Rotation

  • This rotation tendency is known as moment M of force (torque)
  • Axis of rotation may be any line which neither intersects nor

parallel to the line of action of force

  • Magnitude of moment depends on magnitude of F and the length d

r r

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SLIDE 2

A O O

r d α

F r M r F r

d

A

Μ=Fd +

Mathematical definition

Moment about axis O-O is defined as

M = Fd

Moment is a vector Direction, normal to r-F plane (right hand rule) Axis O-O is called moment axis (N.m) Moment is a sliding vector

  • Axis becomes point
  • Use sign convention to express

direction (+ for CCW, − for CW) 2-D

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SLIDE 3

The cross product

A O O

r d α

F r M r

The moment of about point A =

F r F r M r r r × =

Magnitude M = Frsin(α) = Fd

  • Direction: normal to the r – F plane, right hand rule
  • xyz axis have to satisfy the right hand rule;
  • Sequence of r and F is important;

k j i ˆ ˆ ˆ = ×

r F F r r r r r × ≠ ×

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SLIDE 4

Varignon’s theorem

=

The moment of the components

  • f the force about the same point

The moment of a force about any point

O

r

F r

A

1

F r

2

F r

2 1

F F F r r r + =

) (

2 1

F F r F r M o r r r r r r + × = × =

2 1

F r F r M o r r r r r × + × =

+

O

F r

x y d1 d2

x

F r

y

F r

Mo = Fxd2-Fyd1

Useful with rectangular components Can use with more than 2 components

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SLIDE 5

Sample (1)

Calculate the magnitude of the moment about the base point O of the 600-N force.

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SLIDE 6

Sample (2)

The force exerted by the plunger of cylinder AB on the door is 40 N directed along the line AB, and this force tends to keep the door closed. Compute the moment of this force about the hinge

  • O. What force Fc normal to the plane of the door must the door

stop at C exert on the door so that the combined moment about O of the two forces is zero?

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SLIDE 7

Couple (1)

O

F r F r −

a d

+ Couple is a moment produced by two equal,

  • pposite, and noncollinear forces.

The moment of a couple has the same value for all moment centers M = F(a+d) – Fa = Fd F r r F r F r M

B A B A

r r r r r r r r × − = − × + × = ) ( ) (

O

F r F r −

A

r r

B

r r r r

A B

M r

F r M r r r × =

  • Couple may be represented as a free vector
  • Direction of couple is normal to the plane of

two force

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SLIDE 8

Couple (2)

M M M M CCW couple CW couple Since couple is a free vector, the followings are equivalent couples

F F

M r

F F

M r

F F

M r

≡ ≡

2F 2F

M r

d/2 d

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SLIDE 9

Force-couple systems

A given force can be replaced by an equal parallel force and a couple.

≡ ≡

A

F r

B A B

M=Fd

A

F r

d

F r − F r

B A

F r F r F r −

d

B Couple

Force-couple system

No changes in the net external effect

Add to the system

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SLIDE 10

Sample (3)

The rigid structural member is subjected to a couple consisting of the two 100-N forces. Replace this couple by an equivalent couple consisting of the two forces P and –P, each

  • f which has a magnitude of 400 N.

Determine the proper angle θ.

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SLIDE 11

Sample (4)

Replace the horizontal 400-N force acting on the lever by an equivalent system consisting of a force at O and a couple.

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SLIDE 12

Sample (5)

Calculate the moment of the 1200-N force about pin A of the bracket. Begin by replacing the 1200-N force by a force-couple system at point C.

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SLIDE 13

Sample (6)

Determine the combined moment MA about point A due to the two equal tensions T = 8 kN in the cable acting on the pulley. Is it necessary to know the pulley diameter?

0.8 m 1.6 m 0.8 m 1.6 m T T A B C 45°

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SLIDE 14

Resultants

The Resultant is the simplest force combination which can replace the original forces without altering the external effect on the body

2

F r

1

F r

3

F r

1

R r R r

1

R r

1 3 2

R F F r r r = + R F R r r r = +

1 1

(1) (2)

1

F r

2

F r

3

F r

R r

y x

y

F

1 y

F2

y

F3

y

R

x

F

1 x

F2

x

F3

x

R

θ

= + + + = F F F F R r r r r r ...

3 2 1

,

=

x x

F R

=

y y

F R

2 2

) ( ) (

∑ ∑

+ =

y x

F F R ) / ( tan 1

x y R

R

= θ

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SLIDE 15

O

Method to get a resultant

1) Pick a point (easy to find moment arms)

2

F r

1

F

3

F r r

O d

1

d

2

d

3

2) Replace each force with a force at point O + a couple

2

F r

1

F r

3

F r

O F1d1 F2d2 F3d3

3) Add forces and moments 4) Replace force-couple system with a single force

R r O d=Mo/R Mo=Rd Mo=Σ(Fidi )

= F R r r

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SLIDE 16

Other cases

2

F r

1

F r

3

F r

3 2 1

F F F r r r − = + d

= 0 F r d F M R

O

⋅ = =

3

2

F r

1

F r

3

F r

O

= 0

O

M r

= F R r r

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SLIDE 17

Sample (7)

Determine the resultant of the four forces and one couple that act on the plate shown.

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SLIDE 18

Sample (8)

Determine and locate the resultant R

  • f the two force and one couple acting
  • n the I-beam.
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SLIDE 19

Sample (9)

The five vertical loads represent the effect of the weights of the truss and supported roofing materials. The 400-N load represents the effect of wind pressure. Determine the equivalent force-couple system at A. Also, compute the x-intercept of the line of action of the system resultant treated as a single force R.

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SLIDE 20

Sample (10)

Replace the three forces acting on the bent pipe by a single equivalent force R. Specify the distance x from point O to the point on the x-axis through which the line of action of R passes.