resultant of force
TRANSCRIPT
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It is a force or a couple that will have
the same effect to the body, both in
translation and rotation, if all the
forces are removed and replaced by
the resultant.
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= = 1 + 2 + 3 +
= = 1 + 2 + 3 +
-The x-component of the resultant is equal to the
summation of forces in the x-direction.
-The y-component of the resultant is equal to the
summation of forces in the y-direction.
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-The line of action of each forces in coplanar
concurrent force system are on the same plane.
All of these forces meet at a common point,
thus concurrent.
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=
=
=
+
tan =
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Three ropes are tied to a small metal ring. At the end of each rope
three students are pulling, each trying to move the ring in their direction.
If we look down from above, the forces and directions they are applying
are shown in Fig. 011. Find the net force on the ring due to the three
applied forces.
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=
=30cos3750cos4580cos60
= 51.40 = 51.40
= =30sin37+50sin4580sin60 = 15.87
= 15.87
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= + = 51.40 +15.87 = 53.79
tan= = 15.8751.40
=17.16
The net force on the ring is 53.79 lb
downward to the left at x = 17.16.
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Find the resultant vector of
vectors A and B shown in Fig. P-012.
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= 17 + 44 2 17 44 cos 70
= 41.39 /
sin70 =17
sin
s i n =17sin70
=17sin70
41.39 =22.70
=50+=50+22.70
=72.70
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Three vectors A, B, and C are shown in the figure below. Find one
vector (magnitude and direction) that will have the same effect as
the three vectors shown in Fig. P-013 below.
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=100cos37+100cos150+80cos233
= 54.88 = 54.88 =100sin37+100sin150+80sin233
= 46.29
= + = 54.88 +46.29
=71.79
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tan=
tan= 46.2954.88
=40.15 =18040.15=139.85
= 71.79 139.85
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Non-Concurrent Force System
The line of action of each forces in non-
concurrent force system lies on more than one
side of the plane.
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Equations
Rx = Fx Ry = y
R =
+
tan =
MR = MORd= MR
Ryix= MR
Rxiy= MR
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Where,
Fx = component of forces in the x-direction
Fy = component of forces in the y-direction
Rx = component of thew resultant in x-direction
Ry = component of thew resultant in y-direction
R = magnitude of the resultantx = angle made by a force from the x-axis
MO = moment of forces about any point O
d = moment arm
MR = moment at a point due to resultant force
ix = x-intercept of the resultant R
iy = y-intercept of the resultant R
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Determine the resultant of the force
system and its x and y intercepts.
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= = 30030 224 +361
= 149.895 = =30030+224 361
= 59.613 = + = 149.895 +59.613 = 161.314t a n = t a n = ..=21.69
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The effect of a certain non-concurrent force system is
defined by the following data: Fx = +90 kN,Fy = -60
kN, and MO
= 360 kNm counterclockwise. Determine
the point at which the resultant intersects the x-axis.
MO = 360 kN-m
60a = 360
a= 6m
The x-intercept is
at 6 m to the left
of the origin.
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In a certain non-concurrent force system it is found
that Fx = -80 lb, Fy = +160 lb, and MO = 480 lbft in a
counterclockwise sense. Determine the point at which
the resultant intersects the y-axis.
MO = 480 lb-ft
80b = 480
b= 6 ft.
The y-intercept of the
resultant is 6 ft above
the origin
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Resultant of Parallel Force
The line of forcedoes not meet at
a common point.
Parallel forcescan be in the
same or in
opposite
direction
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Equations
R= = 1 + 2 + 3 + Rd= = 11 + 22 +33 + Rectangular LoadR= woL
Triangular Load
R=
L
Trapezoidal Load
R= wo1L + 2 1
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Where:
Fx = component of forces in the x-directionFy = component of forces in the y-direction
R = magnitude of the resultantW= weight of an object
L = length of an object
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Determine the resultant of the four parallel forces
acting on the rocker arm.
R= R= 50 40 20 + 60
R = 50 lb downward
MO = Fd
MO = -50((6) + 40 (2)
20(3) + 60(8)
MO
= 200 lb-ft clockwise
Rd = MO
50d = 200
d= 4 ft to the right of O
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A parallel force system acts on the lever shown.
Determine the magnitude and position of the resultant.
R=R= 30 + 60 - 20 + 40
R = 110 lb downward
MA = MA = 2(30)+5(60)-7(20)+11(40)
MA = 660 lb-ft counterclockwise
Rd= MA
110 d = 660
d = 6 ft to the right
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The beam AB shown supports a load which varies an
intensity of 220 N/m to 890 N/m. Calculate the magnitude
and position of the resultant load.
F1 = 6(220)=1320 N
F2 = 6 670 = 2010N
R=F1 +F2=1320+2010
R = 3330 NRd = 3F1 + 4F2
3330d=3(1320)+4(2010)
d= 3.6 m