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MOMENT OF A COUPLE
Lessons Objectives:Students will be able to
a) define a couple, and
b) determine the moment of a couple.
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A couple is defined as apair of forces having samemagnitudebut opposite directions, parallel lines of action, separated by a
perpendicular distance d.
Since couple forces are equal but opposite, they produce a zeroresultant force (i.e. F = 0).
Effect of couple: produces a rotation or tendency of rotation in aspecified direction.
Moment produced by couple is called a couple moment and has amagnitude M = Fd.
Moment Of A Couple
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Moment of A Couple
Acouple moment M is produced by two parallel (ie. non-collinear)forces that are equal in magnitude but opposite in direction.
A
d2
(F = F)
d
d1
F
F
Magnitude: M = FdF = magnitude of one of the forcesd = perpendicular distance between forces F and F
Fx = 0; Fy = 0MA 0
MA
= Fd1
Fd2
= F(d1 d2)= Fd
+
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Concept ofcouple moment is better illustrated by the examplebelow:
100N
100NA
B C
D
1 m
3 m
2 m
Observe that MA = MB = MC = MD Moment of couple can be determined
about any point. Does not need any
specific point. Only depend on M = Fd
Moment of a couple is a free vector, whichmeans you can place the moment M any
where on the rigid body.
M= F d
+ve CCW : MA = 100(4) = 400 N m
+ve CCW : MB = 100(3) 100(1) = 400 N m
+ve CCW : MC = 100(4) = 400 N m
+ve CCW : MD = 100(6) +100(2) = 400 N m
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If two couples produce a moment with the same magnitudeand same direction, then these two couples are equivalent.
For example, each couple moment below has a magnitude ofM = Fd= 30N(0.4m) = 40N(0.3m) = 12 N.m and rotates
clockwise.
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300 N
300 N
50 mm
100 mm
50 mm
150 mm
200 N
200 N150
mm
120 N 120 N
250 mm
30 N.m
50 mm
100 mm
50 mm
150 mm
Figure 3.9
30 N.m
50 mm
100 mm
50 mm
150 mm
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F1d1
F1
=
F1
F1
A
B
C
D
P
P
F1
F1
A
B
C
D= =
Q
Q
F2
F2
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Given: If F = 2000 N, determine theresultant couple moment M.
Soln: First, resolve each force into x-ycomponents. Next:
(a) Find moment of each couple
and sum them up, OR
(b) Sum the moments of all theforce components about anarbitrary point (point A, or B or C).
Answer: M = 260 N.m (CW)
Example 3.3
C
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Example 3.3
+ve CCW :
M1500 = 1500cos30(0.4) 1500sin30(0.4) = 819.6 N m
M2000 = 20004
5
(0.2)+ 2000
3
5
(0.2) = 560 N m
MR = M1500 +M2000
= 819.6 + 560 = 259.6 N m clockwise
Resolve 1500-N and 2000-N force couples into x-y components.
Determine the couple moments produced by 1500-N couple and 2000-Ncouple, respectively.
Sum these couple moments to obtain resultant couple moment.
Solution: METHOD 1
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Example 3.3
+
ve CCW : MR=
MA= 1500 cos 30(0.6) 1500 sin30(0.4)
+ 20004
5
(0.2) + 2000
3
5
(0.6)
20003
5
(0.4) + 20004
5
(0)
+1500 cos 30(0.2) 1500 sin30(0)
= 779.4 300 + 320 + 720 480 + 0 + 259.8 0
= 259.6 N m clockwise
Resolve 1500-N and 2000-N force couples into x-y components. Treat each force component as an individual force. Find moment of each
force component about point A.
Sum the moments of all force components about point A.
Solution: METHOD 2
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Example 3.3
Solution: METHOD 2
+ve CCW : MR= MB
= 1500 cos 30(0)1500 sin30(0.4)
+ 20004
5
(0.2)+ 2000
3
5
(0)
+ 20003
5
(0.2)+ 2000
4
5
(0)
1500 sin30(0.4)+1500 cos30(0)
= 300 + 0 + 320 + 0 + 240 + 0 519.6 0
= 259.6 N m clockwise
Resolve 1500-N and 2000-N force couples into x-y components. Treat each force component as an individual force. Find moment of each
force component about point B.
Sum the moments of all force components about point B.
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Given: Two force couples act on thestructure. The resultant coupleis zero.
Find: Magnitudes of P and F and
distance d.
1) Use definition of a couple moment to determine P and Fi.e. M = Fd
2) Resolve the 300-N force into x-y components.3) Determine the net (resultant) moment.
4) Equate resultant moment to zero and solve for d.
Ans: P = 500N, F = 300 N, d = 3.96 m
Example 3.4
Method:
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Definition: A couple has twoparallel forces of samemagnitude but oppositedirections. Hence:
P = 500 N and F = 300 N
Solve above equation for d.d= (1000 + 60 sin 30)/(300 cos 30) = 3.96 m
Given M = 0:
+ M = (500N)(2m) + (300N cos 30)(d) (300N sin 30)(0.2m) = 0
Example 3.4
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Practice Problem 1
Answer: M = 80.15 N.m clockwise
Two couples act on the frame. Ifd= 1.2m, determine the resultant
couple moment.
First, resolve 200-N and 300-N force couplesinto x-y components.
To find resultant couple moment M:
Find moment of each force couple and sumthem up. (Method 1)
Sum the moments of all force componentsabout a point (A, B or C) (Method 2)
Method:
C
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Practice Problem 2
Two couples act on the frame. If the resultant couple moment is
zero, determine the distance dbetween the 200-N couple forces.
Answer: d = 1.663m
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Determine the required magnitude of force F if the resultant
couple moment on the frame is 200 Nm, clockwise.
Practice Problem 3
Answer: 2213 N
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EQUIVALENT FORCE-COUPLE SYSTEM
Lessons Objectives:
Students will be able to:1) Determine the effect of moving a force.
2) Find an equivalent force-couple system for a system offorces and couples.
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B
A
A
B
A= =d M = Fd
F
F F
Equivalent force-
couple system
3.10 Resolution of A Given Force Into A Force Acting At AGiven Point And A Couple (continue)
That means ..Any force F acting on a rigid body may be moved to any point A,provided that a couple M is added at the new point. Moment ofthis couple must equal to the moment ofF (in its originalposition) about point A, MA= Fd
Force F originally
acts at B
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B
Sample Prob 3.4
50 N
A
50 mm
100 mm
C
30
30 mm
A 50-N force is applied to a plate as shown.
Replace this force by:
(a) An equivalent force-couple systemacting at point A.
(b) An equivalent system consisting of a
150-N force at B and another force at A.
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Sample Prob 3.4
(a) Force-couple system at A.
i) We move 50-N force to the designated location i.e. point A;direction must be the same as the original force.
ii) Next find the couple moment MA; magnitude must be equal tomoment of 50-N force (in its original position) about point A.
MA= Fxy + Fyx= (50 N sin 30)(0.050m) (50 N cos 30)(0.100m)
MA= 3.08 Nm = 3.08 Nm CWAnswer: F = 50N MA= 3.08 Nm CW60 3.08 Nm
50 N
B
30
A
This is an important step because it
determines the direction of the couple,whether clockwise or counter clockwise.
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150 N
50 N
Sample Prob 3.4
(b) 150-N force at B and a force at A.
i) Assume clockwise couple MA= 3.08 Nm consists of two150-N parallel forces acting at B and A, respectively.
MA= 3.08 Nm = (150N)(d)
d= 0.02053 m
d= 0.02053 m = (0.030m)(cos )
= cos-1 (0.02053/0.03) = cos-1 (0.6844) = +46.8
ii) At point A, we have two forces acting: 150-N and 50-N.Find resultant of these two forces.
FAX = 50N sin 30 150N cos 46.8 = 77.67 N
FAY= 50N cos 30 150N sin 46.8 = 152.65 N
FA = 171.3 N
= tan-1(152.65/77.67) = 63.0
FB = 150 N = 46.8
B
150 N
A
30
30 mm
d
FA = 171.3 N = 63.0 Answer:
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150 N
50 N
Sample Prob 3.4
150-N force at B and a force at A
(alternative answer)
Know that:
= cos-1 (0.02053/0.03) = cos-1 (0.6844) = +46.8
ii) At point A, we have two forces acting 150-N and 50-N.Find resultant of these two forces.
FAX = 50N sin 30 150N cos 46.8 = 77.67 N
FAY= 50N cos 30 + 150N sin 46.8 = 66.05 N
FA = 101.96N;
= tan-1 (66.05/77.67) = 40.37
FB = 150 N = 46.8
B150 N
A
30
FB = 150 N = 46.8 Answer: FA = 101.96 N = 40.37
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3.08 Nm
Sample Prob 3.4
150 N
B101.96 N
A
46.8
40.37
150 N
B
171.3 N
A
46.8
63
50 N
B
30
A
Summary: The equivalent systems
= =
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125 NC
400 mm
500 mm500 mm
BA
Example 3.5
(a) FB = 125 N ; MB = 50 N-m CCW
(b) FA = 200N 30 ; FB = 314.5N 18.54
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866 N
500 N
C B
1000 N
300
A
100 mm200 mm
Example 3.6
(a) FC = 1000N 30 and MC = (500N)(0.1m) = 50 N.m CW
(b) M = 50Nm = Fd ; d = 0.2 m and F = 250 N.
FA= 250N FCx = -866N, FCy = -750N, FC = 1145.6N, = 40.89
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A 500-N force is applied at C to the bracket as shown below. Replacethe 500-N force by:a) An equivalent force-couple system at Bb) An equivalent system formed by two parallel forces at A and B.
C
B
500N
30
A
50mm
100mm100mm
Example 3.7
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EQUIVALENT SYSTEM:
FORCE-COUPLE SYSTEM
When several forces and couple momentsact on a body, they can be combined intoa single force and couple moment havingthe same external effect.
Move each force and its associated couplemoment to a common point O.
Then, add all forces and couple momentstogether.
Find one resultant force-couple momentpair.
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3.11 Reduction of a system of forces into one singleforce-couple system (point A)
F2
F1
F3
A
F2
F3
A
F1
M2M3
M1=
(a) (b)
= A =
R
M
d = M/R
A
R
( c ) (d)
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=
(F1)x
(F1)y(F2)x
(F2)y
(F3)x
(F3)y
A
Ry
RxA
M
(a) (b)
Rx = FxRy = FyMA = M
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=
R
dx= M/Ry
A B Rx
Ry
dy= M/Rx
R
A
Rx
Ry
C
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Given:A system of forces is as shown.
Find: (a) equivalent resultant force andcouple moment acting at A;
(b) equivalent single force
location along the beam AB.
Plan:
1) Sum all the (Rx) and (Ry) components of the forces to find FR.
2) Sum all the moments resulting from moving each force to A.3) Shift the FR to a distance dsuch that d= MRA/FRy
Example 1
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FR = (42.52 + 50.312)1/2 = 65.9 N
= tan-1 (50.31/42.5) = 49.8
+ Fx = Rx = 25N + 35N sin 30 = +42.5 N
+Fy = Ry =
20N
35N cos 30 =
50.31 N
+ MRA = 35N cos 30 (0.2 m) 20N (0.6m)
+ 25N (0.3m)
=10.56 N.m
Location of equivalent resultant force FRon beam AB at adistance d measured from the left end (point A):
d = MRA/FRy = 10.56 N.m/50.31 N = 0.21 m.
FR
Example 1
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Example 2
+ Fx = Rx = 175 N sin 30
+125 N = 212.5 N
+ Fy = Ry = 175 N cos 30
+100 N = 251.6 N
R= (212.5)2 + (251.6)2 = 329.3 N
= tan1251.6
212.5
= 49.8
Location where line of action intersects beam AB :
+ MR= MA = 251.6 (d) = 154.8 N m
= 175 cos 30(0.6) +100 (1.8) 125 (0.9)
d = 0.630 m
SOLUTION
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100 mm
50 mm
50 mm200 mm
60o
60o
60oO
500 N
1000 N
FA
B
Example 3.8
(a) F = 750N(b) M = Fd: d = 0.206m, F = 728.16 N
C
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30
4 m 4 m
6 m
AB
C
D
E
6 kN
9 kN
3 kN
Example 3.9
tan-1 (12/8.196) = = 55.67Fx = 8.196 kN , Fy = 12 kN, R = 14.53 kN
(From test 1 Feb 2002)
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B
Knowing that the line of action of 600-N force passes through point C,
replace the 600-N force by:a) An equivalent force-couple system at Db) An equivalent system formed by two parallel forces at B and D.
120mm
A
C
600N
D
160mm 80mm
Beer, 5eProblem 3.35
FD = 600.0 N 36.9
MD = 28.8 Nm (CCW)
FB = 200 N 36.9
FD = 400 N 36.9
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B
Replace the 600-N force by:
a) An equivalent force-couple system at Cb) An equivalent system consisting of a 120-N force at B and another
force at C
120mm
A
C
600N
30
D
160mm 80mm
Beer, 5e
Problem 3.37
FD = 600.0 N 30
MD = 14.35 Nm (CW)
FB = 120 N 48.4
FD = 588 N 41.5
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