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Ahsanullah University of
Science And Technology

Prepared By

Course no: CE 416

1
Objectives :
Introduction of Couple
 Understanding the Properties of a Couple.
 Analyzing the Characteristics of a Couple.
 What a couple does
 Internal resisting couple


2
Definition of a
couple :
When two parallel f orces
are equal but opposite in sense
and are not collinear they f orm
a couple.
The moment of a
couple is the product of one of
the f orces and the perpendicular
distance between the lines of
3
F

d

F
θ

F

d

θ
F

The above f igure indicates a
counterclockwise couple where the
moment of the couple
M= F* d
here ,
F = Force acting on the body.
d = Moment arm of the couple.
4
Properties of a couple :
o

Equal magnitude and opposite in direction .

o

Act along parallel lines of action .

o

Separated by a perpendicular distance .

o

The orientation of the plane of the couple in
relation to the body upon which it acts .
5
Characteristics of
couples :
•

A couple has the same moment about all points
on a body.

F
F

F
F
6


A couple may be transformed into
another couple that produces the same
external effect.



A force may be resolved into a force
and a couple where a single force and a
couple cannot balance one another.

7
F
A

d

F

B
A

F
A

MA = F x d

F
d

B

B
Force Couple Equivalent

F
The above shows how a force can be
replaced by a force-couple equivalent.
8


The resultant of several couples in the same plane
or parallel planes has a magnitude equal to the sum
of several couple moments

200 lb

150 lb

A

B
C

100 lb

D

250 lb

9
What a couple
does?


A couple causes a body to rotate only
without translational motion since the two
forces ‘cancels’ out each other giving zero
resultant.



A couple acting in a system of forces
will only contribute to the resulting moment
but not to the resulting force.

10
Internal resisting couple in a pre stressed
concrete beam :

Fig: Internal resisting
couple with arm a

In the figure a pre
stressed concrete
beam is shown
where
Steel is supplying
the tensile force T
and the concrete is
supplying the
compressive force
C. Whre C and T
together form a
couple,with arm a .
11


The couple C-T is formed in order to
resist the external moment.

For a pre stressed concrete beam
Resistance to external moment is gained by
lengthening of the lever arm between the
couple C-T.



12

In a prestressed concreted beam section
under working load, as the external bending moment
increases ,the magnitude of C and T reamins practically
constant while the lever arm ‘a’ lengthens almost
proportionately.

Fig: Variable a in a prestressed –concrete beam
13


When a section of a prestressed
beam is subjected to a crack under working
load the stress in steel increases and
reaching to its ultimate strength the lever
arm of the internal couple cannot be
increased anymore which results in the
point of failure.

14
Nominal & Ultimate
resisting moment : Maximum value of the
internal resisting couple is
termed as nominal moment
strength.which must resists
the bending moment applied
by the external loads.

 From the internal resisting couple the ultimate
resisting moment can also be computed which represents
the very last point of the beam failure. From the above
figure for C-T force couple, the ultimate resisting
moment according to ACI code,
Mu = φ [Apsfps (d - a/2)]
15
The End ..........

Special Thanks To:
Mr.Galib sir
Lecturer at
AUST

16

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Perentation on COUPLE by Md.Mahbub Islam

  • 1. Ahsanullah University of Science And Technology Prepared By Course no: CE 416 1
  • 2. Objectives : Introduction of Couple  Understanding the Properties of a Couple.  Analyzing the Characteristics of a Couple.  What a couple does  Internal resisting couple  2
  • 3. Definition of a couple : When two parallel f orces are equal but opposite in sense and are not collinear they f orm a couple. The moment of a couple is the product of one of the f orces and the perpendicular distance between the lines of 3
  • 4. F d F θ F d θ F The above f igure indicates a counterclockwise couple where the moment of the couple M= F* d here , F = Force acting on the body. d = Moment arm of the couple. 4
  • 5. Properties of a couple : o Equal magnitude and opposite in direction . o Act along parallel lines of action . o Separated by a perpendicular distance . o The orientation of the plane of the couple in relation to the body upon which it acts . 5
  • 6. Characteristics of couples : • A couple has the same moment about all points on a body. F F F F 6
  • 7.  A couple may be transformed into another couple that produces the same external effect.  A force may be resolved into a force and a couple where a single force and a couple cannot balance one another. 7
  • 8. F A d F B A F A MA = F x d F d B B Force Couple Equivalent F The above shows how a force can be replaced by a force-couple equivalent. 8
  • 9.  The resultant of several couples in the same plane or parallel planes has a magnitude equal to the sum of several couple moments 200 lb 150 lb A B C 100 lb D 250 lb 9
  • 10. What a couple does?  A couple causes a body to rotate only without translational motion since the two forces ‘cancels’ out each other giving zero resultant.  A couple acting in a system of forces will only contribute to the resulting moment but not to the resulting force. 10
  • 11. Internal resisting couple in a pre stressed concrete beam : Fig: Internal resisting couple with arm a In the figure a pre stressed concrete beam is shown where Steel is supplying the tensile force T and the concrete is supplying the compressive force C. Whre C and T together form a couple,with arm a . 11
  • 12.  The couple C-T is formed in order to resist the external moment. For a pre stressed concrete beam Resistance to external moment is gained by lengthening of the lever arm between the couple C-T.  12
  • 13.  In a prestressed concreted beam section under working load, as the external bending moment increases ,the magnitude of C and T reamins practically constant while the lever arm ‘a’ lengthens almost proportionately. Fig: Variable a in a prestressed –concrete beam 13
  • 14.  When a section of a prestressed beam is subjected to a crack under working load the stress in steel increases and reaching to its ultimate strength the lever arm of the internal couple cannot be increased anymore which results in the point of failure. 14
  • 15. Nominal & Ultimate resisting moment : Maximum value of the internal resisting couple is termed as nominal moment strength.which must resists the bending moment applied by the external loads.  From the internal resisting couple the ultimate resisting moment can also be computed which represents the very last point of the beam failure. From the above figure for C-T force couple, the ultimate resisting moment according to ACI code, Mu = φ [Apsfps (d - a/2)] 15
  • 16. The End .......... Special Thanks To: Mr.Galib sir Lecturer at AUST 16

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